Get complete information related to latest Bentonite Powder Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Bentonite Powder Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Bentonite Powder Tenders.
Tender For various works in sub tehsil longowal - patwari cabins:-scraping cement outer plaster, scraping cement inner plaster, cement rendering on plaster 1mm thick, 12.5 mm thick cement plaster 1:4, 20mm thick cement paster 1:4, first class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level., 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure, 12.5 mm thick cement plaster 1:5, 20mm thick cement paster 1:5, preparation of plastered or concrete surface or painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish, applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface, distempering with acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade, finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sq, providing and laying vitrified floor tiles in different sizes in light colour shades made using full body technology (thickness to be specified by the manufacturer) with water absorption s less than 0.08% and conforming to is : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) size 600x600 mm, providing and fixing mineral fibre false ceiling tiles at all heights of size 595x595mm of approved texture, design and pattern. the tiles should have humidity resistance (rh) of 99%, light reflection > 85%, thermal conductivity k = 0.052 - 0.057 w/m k, fire performance as per (bs 476 pt - 6 &7)in true horizontal level suspended on interlocking t-grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized@120 gsm) comprising of main t runners of 15x32 mm of length 3000 mm, cross t of size 15x32mm of length 1200 mm and secondary intermediate cross t of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter m-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and l-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main t . the system should rest on periphery walls /partitions with the help of gi perimeter wall angle of size24x24x3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall s.s. screws. the exposed bottom portion of all t-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. the work shall be carried out as per specifications, drawings and as per directions of theengineer-in-charge.with 16 mm thick beveled tegular mineral fibre false ceiling tile (nrc 0.55 to 0.6)size 595x595 mm, earth work in excavation in foundations trenches etc. in all kinds of soil where pick-jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres., cement concrete 1:8:16 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type, first class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth, base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mix
Tender For proposed development of chopati at veraval dist. gir-somnath (phase-2) - excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to any lead. (a) for loose or soft soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (b) dense or hard soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (c) hard murrum, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (d) soft rock not requiring blasting, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. (upto 10 ton), filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete., filling in foundation and plinth with black garden soil in any thickness completed., filling in foundation and plinth with black cotton soil in any thickness completed., filling in foundation and plinth with soft black cotton soil in any thickness completed., coursed rubble masonry with stone of approved quality in foundation and plinth in cement mortar 1:4 (1 cement : 4 course sand) etc. complete., providing and laying cement concrete 1:3:6 (1-cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) and curing complete excluding cost of form work in. (a) foundation and plinth, providing 100mm thick m-200 controlled cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing 100mm thick m200 controlled coloured cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. with colour pigmentation as 5 percentage to 10 percentage of cement consumption per m3 as directed by engineer incharge or consultant including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing laying ordinary cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in : rc coping/cap, providing and laying controlled cement concrete m.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (a) foundations, footings, base of columns and mass concrete, providing and laying reinforcement for r.c.c. work and bending binding & placing in position completed upto floor two level thermo mechanical treated bars(crs) as per i.s. standard, white stone bela masonry block in course in super structure with stone of approved quality in lime mortar 1:6 (1-cement : 6-coarse sand) including packing the joints etc. complete. (up to 10 ton), pointing on coursed stone masonry with cement m
Tender For sh formation cutting for carpet area of building retaining wall breast wall as site development - excavation in soil in hilly area by in hard rock (blasting prohibited)) by mechanical means( hydraulicexcavator) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead as per technical specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges. recovery for useful stone of 214.14 cubic metre@ rs.300/- cum.(rupees three hundred per cubic metre) amounting to rs 64244 /- only , which shall be done on prorata basis for the quantity of cutting in earth work effected. any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases., 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) : 8 graded stone aggregate 40 mm nominal size) as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges., providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 pcc grade m-10 nominal mix 1:3:6(one cement : three sand : six graded stone aggregate ) within all leads and lift including carriage of materials and as per direction of engineer-in- charge. as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. , providing and laying stone masonry within hard stone in foundation and plith including levelling up with cement concrete 1:6:12 (one cement :six sand : twelve graded stone aggregate 20mm (twenty millimetre nominal size ) in cement mortar 1:6( one cement :six sand)within all leads and lift including carriage of materials and as per direction of engineer-in- charge., providing weep holes in brick masonry /stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm(one hundred milimeter dia pvc pipe extending through the full with of the structures with slop of 1(one)(v):20(twenty)(h) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7. as per mord specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges., back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material. as per drawing and technical specification of mord 800 & 1200(eight hundred and one thousand two hundred)clause 802, 803, 1202 and 1203(eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, i
Tender For refurbishment repair maintenance of dmmu - toilet, earthwork (earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.), flat brick soiling supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating anddressing complete., indian type toilet pan (providing and fixing water closet squatting pan (indian type w.c.pan ) with 100 mm sand cast iron p or s trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and floors wherever required :white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests), brick work in superstructure above plinth level upto floor v , cement mortar 1:6 (1 cement: 6 coarse sand ), cement plaster in course sand 1:5(1 cement: 4 coarse sand), footpath way for toilet and shed area providing and laying 60 mm thick factory made cement concreteinterlocking 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 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc.all complete as per the direction of engineer-in-charge., front and back side way to toilet, parking shed area, white washing, celling, inner wall and outer wall (removing white or colour wash by scrapping and sand paper in and preparing the surface smooth including necessary repair scratches etc complete and distempering with dry distemper of approved brand and manufacture ( one or more coats ) and of required shade on old work to give an even shade .), painting of door, window and channel (painting with synthetic enamel paint of approved brand and manufacture to give an even shade two coats on old work.), flooring, demolishing cement concrete including disposal of material within 50 metre lead:1:4:8 or leaner mix, providing designation 75 b one brick flat soiling joints filled with local sand including cost of watering taxes royalty allcomplete as per building specification and direction of e/i, providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 cement: 2 coarse sand:4 graded stone aggregate 20 mmnominal size), providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips, in pannels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification and direction of e/i, providing & fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to is : 2046 type s, including cost of adhesive of approved quality. (1.0 mm thick), roof, 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, including a coat of approved steel primer and two coats of approvedpaint on overlapping of sheets complete (up to 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.0.63 mm thick with zinc coating not less than 275 gm/m2, parking shed