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Central Government And Public Sector

CTN :39566607 Due date: 17 Mar, 202517 Mar, 2025 14.89 Lacs
Tender For emergency repairs to the complex of the itimad-ud-daulla tomb, agra -supply of materials - repair charges for 0.85 m height old m.s. iron grill with whereas required 40x40x6 mm angle iron frame & 10 mm square bar including straightining, cutting, welding etc. including primer & painting etc. complete in all respect. (rate including g.s.t.), fixing charges for old 0.85 m height m.s. iron grill from the boundary wall with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) having size of 2.00 nos post (0.30x0.30x0.30) m including required labour & t&p. etc. (rate including g.s.t.), taking out / removal of fallen brick work in lime mortar old mughal brick manually including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. (rate including g.s.t.), earth work in excavation by 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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (rate including g.s.t.), providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia m.s. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with m.s. tubes, m.s. tube challies, m.s. clamps and m.s. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .the scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineerin-charge .the elevational area of the scaffolding shall be measured for payment purpose .the payment will be made once irrespective of duration of scaffolding. (rate including g.s.t.), 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 required for proper completion of work as per direction of engineer incharge. (rate including g.s.t.), providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per is:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin-charge. the sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55 mm) with epdm seal, 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 wherever required. (rate including g.s.t.), providing and laying in position cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of centering and shuttering. as per direction of engineer-in-charge. (rate including g.s.t.), brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). (rate including g.s.t.), providing of 12 mm cement plaster on wall of mix : 1:4 (1 cement: 4 fine sand) including labour and material etc. (rate including g.s.t.), supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads &

CTN :39439600 Due date: 20 Mar, 202520 Mar, 2025 50.00 Lacs
Tender For corrigendum : supply of lab equipment - details decription attach in the specfication document ), bench top single beam systronics uv spectrophotometer 340 999 model no 167 covers 190to 1100 nm 4 position cuvette holder automatic wavelength selection 128x64 graphical lcd printer interface usb computer interface with professional scanning software specifications wavelength range 190 1100nm spectral band width, remi cis 24 plus orbital shaking incubator size 580 by 600 mm shaking speed range 20 to 250 rpm voltage 220 240v external dimensions 800 x 1150 x 1300 mm chamber volume 215 ltrs, manual baby mini power pack manual bio world, mini horizontal gel electrophoresis system, advance rotary microtomy latest spencer 820 type with razer, compound microscope, laboratory hot air oven, laboratory eggs incubator capacity 80 lit, ph meter digital, conical flask 200 ml insufficient number available, electronic balance, gel electrophoresis assembly with digital power pack, thermal cycler, cooling centrifuge, gel documentation unit with computer, micropipette, tips of micropipette, eppendorf tubes, pcr tubes, deep freezer, laminar air flow, ph meter, soxhlet apparatus with heating mantle, autoclave, bottle top dispenser with dual inte technology, centrifuge, digital chemical balance, double door refrigerator, d o meter, digital ph meter with electrode lcd display, digital photoelectric colorimeter, digital potentiometer, distillation apparatus, dryer and temperature controller, blower, chemical thermometer, calorie meter, beaker 50ml 100ml 250ml 500ml and 1000ml catering to various volume crafted from high quality 3point3 borosilicate glass the low form design with a wide base and tapered spout, funnel, pipette, burette, burette stand, mortar pestel, electronic balance, burette brush, test tube brush, conical flask, volumetric flask capacity sg 100 100ml sg 250 250ml sg 500 500ml sg 1000 1 000mlmaterial glass heat resistance with graduation, wire gauze, round bottomed flask, periodic table poster, gas connection and fitting in new lab, water bath digital, digital ph meter, digital blood pressure machine, blower, single needle lock stitch sewing machine, over lock or inter lock sewing machine, usha steam ironpro s13816, notice board, inverter, water coller

CTN :38782320 Due date: 03 Mar, 202503 Mar, 2025 4.33 Crore
Tender For corrigendum : civil lab equipments - digital compression testing machine capacity, hydraulic bench, digital direct shear test apparatus, 2kn, total station with stand and all accessories, gnss based survey, dgps (digital global positioning system), cube mould 150 mm, cube mould 70.6mm, digital electronic balance 10 kg capacity, electronic balance capacity 30 kg, vicat apparatus:, flash and fire point apparatus, reynold s apparatus, vernier transit theodolite, universal oven, permeability apparatus (is: 2720 part 17), mortar cube vibrating machine, b. o. d. incubator, curing tank, torsion testing machine, rockwell hardness testing machine, metallurgical microscope, compression testing machine, aggregate impact testing machine, digital planimeter, ductility test apparatus

State Government

CTN :39373998 Due date: 07 Mar, 202507 Mar, 2025 33.63 Lacs
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

corporations/Associations/Others

CTN :39368312 Due date: 07 Mar, 202507 Mar, 2025 11.09 Crore
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
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