Tender For Misc. Civil Work At Nathuwas Gaushala, Nathdwara - 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 ofbottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 2 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 3 Dismantling steel work in built up sections in angles, tees,flats and channels including all gusset plates, bolts, nuts,cutting rivets, welding etc. including dismembering andstacking within 50metres lead. 4 Dismantling roofing including ridges, hips, valleys and rafters etc. and stacking the within 50 meter lead of: G.I. Sheet. 5 Demolishing stone rubble masonry 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:In cement mortar. 6 Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in:Channels, angles, tees & flats. 7 Dismantling old plaster or skirting, raking out joints andcleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 8 Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead: Of area 3 square meter and below. 9 Carriage of following material including loading unloading and stacking if required complete in all respect.Earth, Sand, Lime, Moorum, manure or sludge, Building Rubbish, Stone Metal (Girt and ballast etc), Stone for Masonry work & Soling and Excavated rock etc. for 5 km. 10 Random rubble dry stone Kharanja under floor. 11 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) 12 Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 13 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 14 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 15 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 16 Rebarring work in old R.C.C structures including making bore hole to adjust required bar diameter and filling a good quality filler to provide a tensil strength as per requirement and fix the Bar to the saction including cost of bars. 12mm 17 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix 18 Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level Thermo mechanically treated bars (conforming to relevant IS code.) 19 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth levelM20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 20 Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). 21 Brick work with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level in allshapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand) 22 Repair to damaged RCC slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :-(i) Choping losse and cracked concrete to required depth,cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried.(ii) Applying Epoxy primer on the exposed steel bars.(iii) Applying Epoxy hardener and resin mix (as permanufectureds specification) on concrete and steel bars with brush.(iv) Speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.(v) Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.(vi) Cure the plastered surface for 15 days, All work including scaffolding etc. complete in all respect. 23 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand) 24 Repair to brick masonary in cement sand mortar 1:6 with new brick. 25 Repair to stone masonary in cement sand mortar 1:6 with old and new stone 26 Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 27 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick. 28 Finishing with neat cement (punning). 29 Kota stone slab flooring 25 mm 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) For area of each slab from 2001 to 5000 Sq.Cm 30 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 31 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes. 32 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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 whenever required. 0.63 mm thick with zinc coating not less than 275 gm/m2 33 Colour washing of all shades to give an even shade including all scaffolding :New work (two or more coats) with a base coat of white washing with lime. 34 Providing and fixing M.S. sheet 1mm thick single leaf doorshutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint 35 Add extra for double leaf shutters. 36 Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheetgutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete.0.63mm thick 37 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 38 P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: 50mm dia nominal bore B Class 39 P & F Full-way Valve (IS:778 Mark) or wheel valve ofapproved make :
