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TRN :18769124 | 17 Aug, 2020

Tender Value : 1.00 Crore

Latur - Maharashtra

Tender for purchase of medicine, instruments, equipments and other items- tab. hydroxy choloroquine 200mg-tab. hydroxy choloroquine 200mg aluminium blister-strip of 10 tablets cap. oseltamivir 75mg tamiflue- cap. oseltamivir 75mg tamiflue aluminium blister-strip of 10 capsule cap. oseltamivir 45mg tamiflue -cap. oseltamivir 45mg tamiflue aluminium blister-strip of 10 capsule cap. oseltamivir 30mg tamiflue-cap. oseltamivir 30mg tamiflue aluminium blister-strip of 10 capsule syp. oseltamivir tamiflue – each ml after reconstitution contains oseltamivir phosphate ip equivalent to oseltamivir 12 mg 12 mg /ml 75 ml bottel tab. azithromycin 500mg- azithromycin 500mg aluminium blister-strip of 10 tablets tab. lopinavir 200mg + tab. ritonavir 50mg - is indicated for the treatment of infected adults and children weighing 25 kg or more who are infected with human immunodeficiency virus type 1 hiv- 1. the assessment was done according to sop 20 of the who prequalification programme cap.amoxycillin 500 mg- cap.amoxycillin thridrate 500 mg aluminium blister-strip of 10 capsule triple layer face mask- three layered medical mask of non-woven material with nose piece, having filter efficiency of 99% for 3 micron particle size. a. isi specifications or equivalent n-95 mask - • shape that will not collapse easily • high filtration efficiency • good breathability, with expiratory valve • quality compliant with standards for medical n95 respirator: a. niosh n95, en 149 ffp2, or equivalent • fluid resistance: minimum 80 mmhg pressure based on astm f1862, iso 22609, or equivalent • quality compliant with standards for particulate respirator that can be worn with fullface shield personal protective equipment ppe kit sitra / drdo approved 1.1 gloves• nitrile• non-sterile• powder free• outer gloves preferably reach mid-forearm minimum 280 mm total length• different sizes 6.5 & 7• quality compliant with the below standards, or equivalent:a. eu standard directive 93/42/eec class i, en 455 b. eu standard directive 89/686/eec category ill, en 374 c. ansi/sea 105-2011 d. astm d6319-101.2 coverall medium and large• impermeable to blood and body fluids • single use • avoid culturally unacceptable colors e.g. black • light colors are preferable to better detect possible contamination no black colour • thumb/finger loops to anchor sleeves in place • quality compliant with following standarda. meets or exceeds iso 16603 class 3 exposure pressure, or equivalent1.3 goggles• with transparent glasses, zero power, well fitting, covered from all sides with elastic band/or adjustable holder.• good seal with the skin of the face • flexible frame to easily fit all face contours without too much pressure • covers the eyes and the surrounding areas and accommodates for prescription glasses • fog and scratch resistant • adjustable band to secure firmly so as not to become loose during clinical activity • indirect venting to reduce fogging • may be re-usable provided appropriate arrangements for decontamination are in place or disposable • quality compliant with the below standards, or equivalent: a. eu standard directive 86/686/eec, en 166/2002 b. ansi/sea z87.1-2010 1.4. n-95 masks • shape that will not collapse easily • high filtration efficiency • good breathability, with expiratory valve • quality compliant with standards for medical n95 respirator: a. niosh n95, en 149 ffp2, or equivalent • fluid resistance: minimum 80 mmhg pressure based on astm f1862, iso 22609, or equivalent • quality compliant with standards for particulate respirator that can be worn with fullface shield 1.5. shoe covers • made up of the same fabric as of coverall • should cover the entire shoe and reach above ankles 1.6. face shield • made of clear plastic and provides good visibility to both the wearer and the patient • adjustable band to attach firmly around the head and fit snuggly against the forehead • fog resistant preferable• completely covers the sides and length of the face • may be re-usable made of material which can be cleaned and disinfected or disposable • quality compliant with the below standards, or equivalent:a. eu standard directive 86/686/eec, en 166/2002 b. ansi/sea z87.1-2010 3. triple layer medical mask • three layered medical mask of non-woven material with nose piece, having filter efficiency of 99% for 3 micron particle size. a. isi specifications or equivalent 4. gloves • nitrile • non-sterile • powder free • outer gloves preferably reach mid-forearm minimum 280mm total length • different sizes 6.5 & 7 • quality compliant with the below standards, or equivalent: 1. eu standard directive 93/42/eec class i, en 455 2. eu standard directive 89/686/eec category ill, en 374 3. ansi/sea 105-2011 4. astm d6319-10 5. body bags - specifications 1 impermeable 2 leak proof 3 air sealed 4 double sealed 5 disposable 6 opaque 7 white 8 u shape with zip 9 4/6 grips 10 size: 2.2 x 1.2 mts 11 standards: a iso 16602:2007 b iso 16603:2004 c is016604:2004 d iso/dis 22611:2003 all items to be supplied need to be accompanied with certificate of analysis from national/ international organizations/labs indicating conformity to standards vtm kit -to collect and transport viruses, chlamydiae, mycoplasma and ureaplasma in an active form to the laboratory from collection site for isolation duly maintaining the viability and virulence of the viral sample virus transport kit vtm kit with two swab stick flexible minitip flocked nasopharyngeal one swab stick & flexible minitip flocked oropharyngeal one swab stick nebulizors -power ac 230v/current around 0.7a medication capacity 6ml particle size 0.5 to 10 mm mmad 4 cm sound level around 58 dba average nebulization rate min 0.2ml / min compressor maz. pressure range 35 to 50 psi. operating pressure range 8 to 16 pai 50 to 100 kpa /0.5 to 1.0 bar liter flow range 6 to 8 lpm operating temperature range 10”c-40”c 50”f to 104”f operating humidity range 10 to 95% rh transport and storage temperature range minus 200c -79”c minus 4”f to 158”f transport and storage humidly range 10 to 95% rh dimension length x width x height 270mm x 200mm x 110mm weight 2.0kg. 40.4 lbs standard accessories nebulizer air tube, mouthpiece, mask, filters 5 nos plane/simple hospital cott - size - 1800mm l x 750mm w x 500 mm h., made from crca ms sheet, ms erw rectangular tube with 50mmx30mm or more gauge 1.2 mm or more, uniformly perforated top, complete finish with perfected and epoxi powder coated, plastic leg shoe. matress / bed - soft rexine and laminated in size 1800mm l x 750mm w for plane hospital bed mattress cover comes with “l” shape zip. b.p. apparatus digital 1 measurement method – electronic 2 measurement range : a. numerical display pressure : 0 ~ 300 mmhg stethoscope 1 technical specifications 2 material of earpieces soft plastic 3 dimensions total 1m incl. measuring tips and ear clips 4 dimensions measuring tips approx. 16.5 cm weighing machine digital adult 1 capacity : 160 kg. 2 accuracy : 100 g.3 platter size : 350 mm x 300 mm tolerance + /-10% 4 the scale should be made up of heavy duty. cast iron structure platform with powder coated frames. 5 the electronic adult weighting scale should incorporate following features for user – friendly convenience. 6 display : led / lcd : 5 digit with min. height 14 mm. 7 tare facility with zero function. 8 hold function to lock the weight. 9 memory function, to keep the last weight in memory. 10 the scale should have inbuilt rechargeable battery back up for minimum of 8 hrs. 11 should operate on mains 220-240vac, 50hz signle phase. 12 the scale should be as per bis specifications. the scale should have isi mark. oxygen cylinder with trolley & regwater 1. suitable for 130 litres size gas cylinder 2. mild steel tubular framework mounted on 100 mm 4” diameter castors. 3. trolley provided with locking provision and stainless steel base. 4. pre- treated & powder coated.5. cylinder size - m 6. regwater s.s. x-ray view board/box - length 355 mm height 560mm diameter 150mm pawer 30w digital forehead infrared thermometer non contact - digital forehead infrared thermometer fever non contact tool temperature tester medical infrared forehead thermometer gun for adult and baby. 1. backlight lcd digital display, lightweight and portable for use. built-in laser pointer, precise non-contact infrared measurement. 2. two temperature units for conversion : fahrenheit or celsius, long press mode more than 5s. 3. measurement modes selection for various needs conveniently. 4. body temperature measurement: aiming towards the forehead with the distance of 1-15 cm. 5. different backlight color for different temperature range under body mode. 6. object temperature measurement : measuring the surface temperature of an object, baby bath water temperature or milk temperature, etc. 7. automatic selection range and display resolution 0.1°c/0.1°f. 8. automatic data hold function and auto power off function wheel chair 1 seat width of 18” 2 safe load bearing capacity of 100 kg. 3 fixed armrest. 4 fixed footrest. 5 8” solid castor. 6 24” solid rear wheel. 7 safety belt provided. ambu bag children medium child resucitator product code no. : 1003 capacity : 750ml. for patient between 7 & 20 kgs. self inflating double ended silicone bag with mounts, inbuilt reservoir valve and side oxygen inlet, “l” type non – rebreathing valve with safety pop off valve which will open when the inspiratory pressure is more than 40cm h2o. mask size “02” circular paedi all silicone facemask, corrugated pipe for air oxygen mixing, 1.5mtrs oxygen tubing, reservoir bag 2600 ml for 100% oxygen enrichment. all packed in a attractive carrying case.available in 3 colours : white / blue/ green digital pulse oximiter 1 two colour oled display 2 low power consumption, 20 hours continuous to work. 3 adjustable alarm high limit and lower limit. 4 low perfusion 0.4% & low voltage indicator. 5 automatic power off when no signals for use. 6 change directions manually accordingly to patient needs 7 audible alarms function. 8 alarm lamp display and heart rate pulse synchronization. glucometer with strips - simple dimension & weight: 90.3 l x 52.3 w x 18h mm, 60g power source : one 1.5v aaa alkaline battery display : lcdmemory : 1000 measurement results with respective date and time external output : strip port cable communication. auto sample loading detection auto electrode insertion detection auto reaction time count – down auto switch – off after 3 minutes without action temperature warning.operating condition : 80c to 450c 46.40f to 1130f, below 85% r.h. non – condensing meter storage / transportation conditions : -200c to 600c -40f to 1400f, below 95% r.h. strip storage / transportation condition : 20c to 300c 35.60f to 860f, below 85% r.h. measurement units : either mg/dl or mmol/l default mg/dlmeasurement range :20 to 650 mg/dl 1.1 to 36.1 mmol/l expected service life : 5 years the device has been tested to meet the electrical and safety requirements of iec/en 61010-1, iec/ en 61010-2-101, iec/ en 61326-1, iec/en 6136-2-6. bmw bag - biodegradable incinerable plastic waste bags, thickness above 50 micron 200gsm, color - red, yellow, black dimension/size 2939 inch printed with bio-hazard logo as per bmw act for hospital use bmw bins - plastic pedal bin, size/capacity 120 liters leak proof, rust proof, colors - red, blue, yellow, green & black. washable and durable. o2 mask - simple oxygen administration mask for hospital use venturi mask - ventura mask system, oxygen inflow is connected to a specific color-coded entrainment device at the base of the mask that provides a set flow 2 at a set oxygen inflow rate. various entrainment device can provide a fio2 of 0.24 to 0.5, with an oxygen inflow of 4 to 15 i/min and total flow delivered to the patient including entrained air of 35 to 45 me /min. disposable single patient use. non-sterile packed sealed in pouch. 210 cm lumen tubing to ensure to ensure continuous flow of oxygen. face sheild - made of clear plastic and provides good visibility to both the wearer and the patient • adjustable band to attach firmly around the head and fit snuggly against the forehead • fog resistant preferable • completely covers the sides and length for the face • re-usable made of material which can be cleaned and disinfected • quality complieant with the above standards, or equivalent : a. eu standard directive 86/686/eec, en 166/2002 b. ansi/sea z87, 1-2010 • south india textile research association sitra or defence research & development establishment drde certification compulsory eye protection visors - made of clear plastic and provides good visibility to both the wearer and the patient • adjustable band to attach firmly around the head and fit snuggly against the forehead • fog resistant preferable • re-usable made of material which can be cleaned and disinfected • quality complieant with the above standards, or equivalent : a. eu standard directive 86/686/eec, en 166/2002 b. ansi/sea z87, 1-2010 • south india textile research association sitra or defence research & development establishment drde certification compulsory latex single use gloves of different sizes surgical rebber gloves 6.5 no. surgical rebber gloves 7 no. surgical rebber gloves 7.5 no. cap disposable shoe covers disposable alcohol hand rub 500ml liquid soap 0.5 liter jar ditergent / disinfectants 5 liters jar strecher - folding stretcher with cover – 2 fold with safety belt and carry bagunfold size : 80 x 23 inches, fold size : 40 x 6 inches washable, water proof & anti-fungus fabric top with safety belts. light weight, easy clean, ms framework loading bearing : less than 159kg unfold size : 80 x 23 inches, fold size : 40 x 6 inches disposable strile surgical gloves 6 no./ 6.5 no./ 7 no./ 7.5 no. hand sanitizer 5 liter jar - isopropy alcohol 70% hand sanitizer 50ml - isopropy alcohol 70% hand sanitizer 100ml- isopropy alcohol 70% asthalin solution - salbutamol respirator solution, each ml containing 5 mg salbutamol, 15 ml botteles digital stethoscope - application : cardiology/high performance chest piece finish : chrome chest piece finish : 2 inch/5.1 cm chest piece technology : single sided chest piece weight : 3.45 ounce chest piece wight metric : 98g diaphragm material : polyurethane-coated silicone eartip type : soft sealing headset material : wide diameter aerospace alloy/anodized aluminium length : 27 inch 69cm most significant environmental benefit of this sku : nest generation tubing is not made with natural ruphthalate plasticizers. net weight : 6.6 oz 185 g performance : 10+ tube color : black, burgudy, gray, navy blue. sanitizer dispenser machine automatic nontouch sanitizer dispensing machine technical specification : - sanitizer : any liquid sanitizer can be used in this dispensing machine please note that sanitizer is not provided with the machine capacity : the tank in the machine has capacity of 10.5 liter sanitizer dispensing : every dispensing cycle is of 3 ml approximately. the machine can work for 3500 hand sanitization cycles before require filling installation : three step installation 1. fill the alcohol based liquid sanitizer 2. fix the machine on the wall 3. plug in to standard wall socket 4. quick fit the nozzle and air release valve under the freshen as marked. sanitizer refilling : storage transparency on front shows the level of sanitizer remaining in the machine. simply pour the sanitizer in front tank of refill automatic touch free mist based sanitizer dispensing unit product code sh30 application touch free hand sanitizer mode of operation automatic mist spray mode usage domestic & commercial use weight 3.6 kg approx. w/o sanitizer product dimension 14.9lx12wx18.5h inches storage 10.5 liters input voltage 120-300 volt ac 50 hz idle mode voltage <3 volt dc spray operating voltage 12 volt dc, 2 amp installation wall mounted sanitization time 1 sec approx. color black & gold nozzle easily washable brass nozzle sanitizer usage 3 ml approx per spray capacity per liter 333 spray sanitizer/liters approx full tank capacity 3500 spray approx foot operated sanitizer dispensing ss stand ultra low volume fogger/fumigation machine - ultra low volume fogger, 6.5 ltrs, timer device- electronic timer adjustable 5 - 60 min, noise level- less then 85 db @ 1 meter, air filter- double stage with clamp, voltage- 220 - 240 vac, frequency- 50 hz, area coverage- more than 15, 000 cubic. fts., motor speed- 20, 000 rpm approx., material of construction- hardware: ss 304. strainer, nipples: ss 304. tubings: silicon grade, dry weight- 7 - 8 kgs., particle size- sub microns, liquid flow rate- 5 ltrs. / hr. fixed, nozzle system- engg. plastic, tank capacity- 6.5 ltrs hydrogen peroxide 11% + sliver niterate 0.01% solution- 500ml bottles inj.piperacilline and tazobactum 4.5 gm combination of two antibiotics containing piperacillin 4000 mg and tazobactum 500 mg vial 10ml inj. low molecular weight heparin 0.4 single dose of low molecular weight heaprin containg heaprin 40 mg inj. metyl prednisolone 500 mg methylprednisolone 500 mg powder and solvent for solution for injection/infusion i.v. paracetamol 100 ml infusion of paracetamol containing paracetamol 10 mg per ml solution syp duphalac /lactulose bottle of 200 ml of oral solution of lactulose inj. human actrapid 10 ml vial of soluble insulin injection containing human actrapid 40 iu/ml inj. paracetamol 2 ml 2 ml ampoule of inj paracetamol containing each ml 150mg inj. meropenam meropenem for injection is a sterile dry mixture of meropenem 1 gm and sodium carbonate inj. remdisivir 200 mg vial of 200 mg of inj. remdisivir inj. remdisivir 400 mg vial of 400 mg of inj. remdisivir tocilizumab 400 mg 20 ml vial of solution of inj. tocilizumab 20 mg /ml tab famiparavir 200 mg pack of 10 tab of famiiparavir each of containing famiparavir 200 mg hiv kit hiv kits disposableaids kit sterile with double packing e t o sterilzed with eto sterile indicators-each kit to contain -disposable head cap-one, disposable face mask-one, disposable protective pvc inner appron without sleeves-one, disposable surgical gown with full sleeves and with elastic cuff. non wovern fabric water repellent-one, disposable pvc show cover -e, disposable safety goggles-one inj. hydroxy propyl methyl cellulose usp 2 % in sterile isonic base pfs 2 ml pfs :-pre filled preferably in glass syringes in double pouch packing. molecular weight 82000-9000 daltons app. dynamic viscosity 3000 to 4500csp at 27 degree app. ph between 6-8 app. reqired for anterior segment surgery, it should be clear, isotonic, sterile. non- inflammatory and non pyrogenic . it should protect the corneal endothelium effectively, it should be particle/fiber free with dual filteration, for intraocular use. trypan blue inj.trypan blue opthalmic solution 0.06%w/v 0.6mg/ml each ml contains 0.6 mg trypan blue ciprofloxacin with dexa eye drop opthalmic solution containing ciprofloxacin 0.3%w/v dexamethasone 0.1% w/v e/d 5ml vial tab acetazolamide 250 mg pack of 10 tab containing acetazolamide 250mg moxifloxacin eye drop ophthalmic solution containing 0.545% w/v moxifloxacin hydrochloride povidone iodine solution scrub 7.5 % 500ml 500 ml bottle of antimicrobial scrub solution containing povidone iodine 7.5 % eye drape polydrapes ophthalmic. size: smms size 100 x 70 cm, poly sheet size 60x60 cm. pattern: plan. absorbency: yes. tunnel blade ophthalmic micro surgical blade: round wire type. ... crescent tunnel blade : for groove making. 2.0 mm, 2.2 mm, 2.5 mm, 2.65 mm, 2.8 mm,, full handled knives. sutures 10-0sterile nylon micro suture with threaded needle: non-absorbable, black polyamide monofilament suture, suture size 10-0 0.2 metric, suture length 5.2 13 cm, chord length 3.1 mm, taper point needle, needle length 4.0 mm 70 microns, needle curvature 135° 3/8 circle, 12 per box. pilocarp 2 % eye drops opthalmic solution containing pilocorpine 2% w/v 5 ml vial eye drop tropicamide plus phenylephrine hydrochloride e/d opthalmic solution containing tropicamide and phenylephrine 2.5 % w/v 5 ml vial eye drop glutaraldehyde +cetrimide instrument cleaner detergent 5 ltr jar 5000 ml solution containing glutaradehyde 2 % and cetrimide 20 % solution surgical blade carbon steel no. 11the no. 11 is an elongated triangular blade sharpened along the hypotenuse edge with a strong pointed tip making it ideal for stab incisions needed when lancing an abscess or inserting a chest drain. it is held like a pencil and often upside down by the surgeon to prevent it inadvertently being inserted too deep. surgical blade carbon steel no. 15 the no. 15 is an elongated triangular blade sharpened along the hypotenuse edge with a strong pointed tip making it ideal for stab incisions needed when lancing an abscess or inserting a chest drain. it is held like a pencil and often upside down by the surgeon to prevent it inadvertently being inserted too deep. ciprofloxacin eye ointment ciprofloxacin hydrochlorite equivalent to 3mg/gciprofloxacin in an anhydrous opth. oint base tab atorvastatine 10 mgstrip of 10 tab of atorvastatine 10 mg tab clonazepam 0.5strip of 10 tab of clonazepam 0.5 mg tab olanzapine 5mg strip of 10 tab of olanzapine 5 mg tab olanzapine10 mg strip of 10 tab of olanzapine 10mg cap fluoxetine 20 mg strip of 10 cap of fluoxetine 20 mg tab resperidone 2mg strip of 10 tab of atorvastatine 10 mg tab imipramine 25mg strip of 10 tab of atorvastatine 10 mg tab phenytoine sodium 100mg strip of 10 tab ofphenytoin sodium 100mg tab phenobarbitone 30mg strip of 10 tab of phenobarbitone 30 mg tab phenobarbitone 60mg strip of 10 tab of phenobarbitone 60mg tab lithium carbonate 300mg strip of 10 tab of lithium carbonate 300mg uristics suger albumine ph 100 test 1 bott sugar reagent covered urin strips albumine hbsag rapid card elisa kit one step rapid hbsag card test. vdrl strips carbon latex the syphilis ultra rapid test device is a rapid chromatographic immunoassay for the qualitative detection of antibodies igg and igm to treponema pallidum tp in whole blood, serum or plasma to aid in the diagnosis of syphilis. dengue rapid kit ns1 antigen igm + igm antibody detection the test strip consists of: 1 a colored conjugate pad containing antibodies to dengue ns1 antigen, conjugated with colloidal gold dengue ab conjugates and a control antibody conjugated with colloidal gold, 2 a nitrocellulose membrane strip containing a test line t line and a control line c line. malaria rapid kit chromatography strip test pf /pv/pan the bivalent rapid diagnostic test kit rdk for malaria should comprise of test card cassetteand reagents including buffer solution in a dropping bottle. dilucil 20 ltr solution rincel 20 ltr. solution lyscel 500 ml solution abx minidil 10 ltr abx lysbio 400ml abx cleaner 500ml gmdn name oxygen concentrator clinical purpose oxygen used by clinical department/ ward all departments & wards technical characteristics specific to this type of devicecompliance on each parameter oxygen concentrator 5 liter dimensions - l 400 mm x w 300mm x h 510mm, flow rate: 0-5 -5 l /min purity: 95% - 3% outlet pressure mpa : 0.04-0.07 sound level <:40dba 50h2 power ac 230v, 50h2, attachment for nebulisation port power consumption : : 270wattaver, netweight l5.6kg, should be iso & ce mark features: led display panel for comfortable view absolute low noise, under 40 dba, 20/7 continues operation with stable performance lower power consumption saving the operation cost accurate alarm system, easy to monitor devices operations gmdn name bipap machine clinical purpose copd used by clinical department/ ward all departments & wards technical characteristics specific to this type of device compliance on each parameter dimensions: 220 × 194 × 112 mm 313 × 194 × 112mm with inh2® heated humidifier weight <2.2 kg< 3 kg with inh2® heated humidifier ac power consumption: 100 240v ac, 50/60hz, max 95va type of protection against electric shock: class ii equipment degree of production against electric shock type bf applied part degree of protection against ingress of water drip proof ipx1 mode of operation continuous nylon monofilament nonabsorbable polymers 50 mm size 1 length 150 cm box of 12 foils 642.1 nylon monofilament nonabsorbable polymers 40 mm size 1/0 length 150 cm box of 12 foils 643.1 nylon monofilament nonabsorbable polymers 50 mm size 2-0 box of 12 foils 644.1 absorable surgical suture synthetic polyglactin acid size 1, length 90cm box of 12 foils 637.2 absorable surgical suture synthetic polyglactin acid size 1/0, length 90 cm box of 12 foils 637.3 suture needle curved and cutting 1/2 circle box of 12 foils 654.1 omeprazole cap 20 mg 26.1 omeprazole cap 40 mg 26.2 injection ciprofloxacin 100 ml bottle i. v. ciprofloxacin : each 100 ml contains : ciprofloxacin hcl eq. to ciprofloxacin 200 mg, water for injection q.s.affs/bfs/ffs technology 100 ml bottle syrup azithromycin 15 ml bottle sy. azithromycin 200 mg per 5 ml of 15 ml bottle tablet metronidazole 400 mg tab. metronidazole 400 mg blister - strip of 10 tablet injection i.v. metronidazole 100 ml bottle i v. metronidazole - 5mg / ml i. v. metronidazole 500 mg in 100 ml affs/bfs/ffs technology i.v. 100 ml bottle cough expectorant diphenhydramine hydrochloride 15 mg ip + ammonium chloride 150 mg ip + sodium citrate ip - 60 mg + menthol -1 mg ip 100 ml bottle cough expectorant diphenhydramine hydrochloride 15 mg ip + ammonium chloride 150 mg ip + sodium citrate ip - 60 mg + menthol -1 mg ip 100 ml bottle injection hydrocortisone sodium succinate 100 mg inj. hydrocortisone sodium succinate 100mg 10 ml vail im/iv 10 ml vail injection dexamethasone 2 ml vail inj. dexamethasone sodium phosphate 4 mg/ml - 2 ml vial im/iv - vail injection i.v. sodium chloride - normal saline 0.9% 500 ml bottle i. v. sodium chloride normal saline 0.9% isotonic equivalent to na+ 154 mmol/l, cl- 154 mmol/l.w/v affs/bfs/ffs technology 500 ml bottle injection i.v. dextrose 25% 500 ml bottle i.v. 25% dextrose 100 cc affs technology i. v. dextrose 25% w/v - 100 ml affs/bfs/ffs technology 500 ml bottle injection i.v. dextrose 5% with normal saline 0.9% dns 500 ml bottle i. v. dextrose 5% in normal saline 0.9% dns i. v. glucose with sodium chloride, 5% glucose, sodium chloride equivalent to 150 mmol/l na+ and 150 mmol/l cl-; mmol/l cl- w/v affs/bfs/ffs technology 500 ml bottle injection i.v.ringer lactate 500ml bottle i. v. ringers lactate sodium lactate, compound solution each 100ml to contain: lactic acid 0.24 ml., sod. chl. 0.6 gm, potassium chloride 0.04 gm, calcium chloride 0.027 gm. water for injection q.s. 500ml bottle calculated osmolarity –280 mos/l approx concentration of electrolytes in moles/lit. - sodium 131, potassium 5, calcium 2, bicarbonate as lactate 29, chloride 111.affs/bfs/ffs technology 500ml bottle formaldehyde solution 500 ml formaldehyde solution 500 ml 500 ml bottle cetrimide + chlorhexidine 5 ltr jar antiseptic solution containing cetrimide 3% w/v chlorohexidine 1.5% w/v 5 ltr jar absorbenrt cotton wool 300gm absorbenrt cotton wool 300gm /1 bundle net bundle absorbenrt cotton wool 100gm absorbenrt cotton wool 100gm /1 bundle net bundle i.v. sets with hypodermic needle 21 g of 1.5 inch length infusion set – sterile, non-toxic pvc with soft transparent, kink resistant tube, latex tube for convenient extra medication, plastic soft transparent murphy chamber, smooth plastic spike, sharp enough for easy piercing. easily controllable roller clamp needle - 20/21 g. leak proof double polyethlene packing. or blister pack batch number, mfg. & expiry date, sterility date & method must be mentioned. e t o sterile 25 box rolled cotton bandage as per schedule f-ii 7.5 cm x 4 mtr rolled cotton bandages as per schedule f ii drug & cosmetic act 1940 7.5 cm x 4 mtr 10x1box rolled cotton bandage as per schedule f-ii 10 cm x 4 mtr rolled cotton bandages as per schedule f ii drug & cosmetic act 1940 10 cm x 4 mtr 10x 1 box surgical gloves powder free sterile 6.5 no sterile disposable surgical gloves no 6.5, powder free gloves. 100% electronically tested. c e certification. packet of 25 pair surgical gloves powder free sterile 7 no sterile disposable surgical gloves no 7 powder free gloves. 100% electronically tested. c e certification. packet of 25 pair surgical gloves powder free sterile 7.5 no sterile disposable surgical gloves no 7.5 powder free gloves. 100% electronically tested. c e certification. packet of 25 pair syrup antacid 170 ml sy. antacid each 5 ml contains aluminium hydroxide 250 mg + magnesium hydroxide 250 mg + dimethicone 50 mg 170 ml bottle pheniramine maleate syrup 100 ml bottle syrup pheniramine maleate each 5ml contain 15 mg pheneramine maleate – bottle of 100 ml paracetamol drops 15 ml bottle paracetamol 150mg/ml 15 ml bottle tablet ciprofloxacin 250 mg tab. ciprofloxacin 250 mg aluminium blister – strip of 10 tablets tablet azithromycin 250 mg tab. azithromycin 250 mg- aluminium blister – strip of 10 tablets syrup furazolidone 60 ml bottle sy. furazolidine 25 mg / 5 ml : 60 ml. tablet folic acid 5 mg tab folic acid 5 mg: aluminium blister - strip of 10 tablets syrup calcuim with phosphate 200 ml bottle each 5 ml contains: vitamin d3 cholecalciferoli.p. 200 iu, vitamin b12 cynocobalamini.p.2.5mcg, calcium phosphate 82mg 200 ml bottle povidone iodine ointment 15 gm ointment. povidone iodine 5% w/w 15 gm 15 gm ointment clotrimazole cream 15 gm clotrimazole cream : cream clortimazole 1% w/w- 15 gm 15 gm cream clotrimazole mouth paint 15 ml bottle clotrimazole mouth paint 1% w/v - 15 ml miconazole cream 15 gm miconazole cream: miconazole nitrate 2% w/w 15 gm 15 gm cream ciprofloxacin eye/ear dropciprofloxacin 0.3% w/v eye/ear drop 5ml.vial drop tablet cetrizine hydrochloride 10 mgtab. cetrizine di hydrochloride 10 mg aluminium blister - strip of 10 tablets injection atropine 0.6 mg/ml - 1 ml ampoule injection atropine sulphate 0.6 mg/ml - 1 ml ampoule tablet glibenclamide 5 mg tab. glibenclamide 5 mg aluminium blister – strip of 10 tablet tablet dicyclomine hydrochloride 10 mg aluminium blister – strip of 10 tablet injection dicyclomine hydrochloride 10 mg /ml 2 ml ampoules syrup domperidone 30 ml syrup domperidone sy. domperidone 1 mg / ml - bottle of 30 ml injection promethazine hydrochloride 2 ml ampoules inj. promethazine hydrochloride 25 mg/ml im/iv each ml contains either 25 mg promethazine hydrochloride with 0.1 mg edetate disodium, 0.04 mg calcium chloride, 0.25 mg sodium metabisulfite, and 5 mg phenol in water for injection.- 2 ml ampoules i. m./i. v syrup amoxycillin + clavulanic acid dry 40ml bottle sy. amoxicillin 200 mg + clavulinic acid 28.5 mg / 5 ml dry syrup - bottle of 40 ml metronidazole suspension 60 ml bottle metronidazole suspension 200mg/ 5ml 60 ml bottle vitamin d3 cholecalciferol 60000 iu granules sachet vitamin d3 cholecalciferol 60, 000 iu / g 1 gm shchat tablet diclofenac sodium 100 mg sr tab. diclofenac sodium 100 mg aluminium blister - strip of 10 tablets injection pantaprazole 10 ml vail inj. pantaprazole 40 mg / 10 ml im/iv 10 ml vail syrup paracetamol 60 ml bottle sy. paracetamol 250 mg/5 ml 60 ml bottle60 ml bottle diclofenac gel 1% 30 mg ointment gel diclofenac diethylammonium salt 1.16 %w/w /2.32% w/w equivalent to diclofenac sod 1% w/w-30 gm tube/ointment syrup amoxycillin 60 ml bottle sy. amoxycillin trihydrate 125 mg / 5 ml- injection gentamicin 2ml ampoules inj. gentamycin 40 mg/ml - 2 ml amp/vial 2 ml im/iv ampoules tablet ciprofloxacin 500 mg tablet ciprofloxacin 500 mg. blister - strip of 10 capsule p

Central Government/Public Sector

TRN :18769627 | 17 Aug, 2020

Tender Value : 0

Rishikesh - Uttaranchal

Tender for procurement of plumbing items - cpvc pipe 20mm 3 mtr length, cpvc elbow plane20mm, cpvc brass elbow 20mm, cpvc male socket 20mm, cpvc female socket 20mm, measuring tape 5 mtr, cpvc socket plane 20mm, cpvc male elbow 20mm, cpvc pipe 25mm 3mtr, cpvc plane elbow 25mm, cpvc plane socket 25mm, cpvc tee plane 25 mm, cpvc pipe 32mm 3 mtr, cpvc plane elbow 32mm, cpvc plane socket 32mm, cpvc plane tee 32mm, cpvc pipe40mm 3 mtr length, cpvc pipe 50mm 3 mtr length, cpvc plane elbow 50mm, cpvc plane socket 50mm, cpvc plane tee 50mm, cpvc bush 15mm, cpvc bush 20mm, cpvc bush 25mm, cpvc bush 32mm, cpvc bush 50mm, cpvc male socket 50mm, cpvc male socket 32mm, cpvc male socket 40mm, pvc connection pipe 18”, waste pipe plane, m seal, teflon tape, trap jaali 5’’, cpvc solvent 200ml, pvc solvent 250ml, hexa blade, flush valve fitting, thread roll, pvc pipe 40mm 3mtr, pvc elbow plane 40mm, cistern float valve, bottle trap, aluminium door handle 8 d shape, tower bolt aluminium 8’’, aluminium al drop10

Central Government / Public Sector

TRN :18772073 | 18 Aug, 2020

Tender Value : 0

Bhubneshwar - Orissa

Tender for supply of supply and fitment of double sealed window glass consisting a one toughened safety clear glass size 2300 x 880 x08 mm and b one toughened safety clear glass size 2300 x 980 x05 mm with 14 mm aluminium spacer and sealant primary and secondary total thickness 27 mm corner curvature r-82mm.

State Government

TRN :18759776 | 14 Aug, 2020

Tender Value : 94.03 Lacs

Sitamarhi - Bihar

Tender for construction of pmgsy path to barhman tola and providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i working benchmark pillars reference pillars clearing and grubbing road land by manual means including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of e/i construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . 1000m lead 100 m lead construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. providing and applying primer coat with bitumen emulsion ss-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502. providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm type-b aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 grade, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound where specified and water finishing to lines and grade as per drawing and technical reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. i km stone iii 200 m stone reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with m15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm circular, speed limit 900 mm equilateral & triangle, left, right curve 600 mm x 450 mm rectangular, school & place providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. planting of trees by the road side avenue trees in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road new construction, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 - 1997 and approved drawings. providing and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 providing pcc m 15 1:2.5:5 concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 providing and laying rcc pipe np-3 for culverts on first class bedding of pcc m10 material in 600 mmsingle row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling concrete and masonary works in head walls and parapets as per clause 1106 painting two coats on new concrete surfaces:-painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 plain/reinforced cement concretem-20 in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204

State Government

TRN :18759783 | 14 Aug, 2020

Tender Value : 61.08 Lacs

Sitamarhi - Bihar

Tender for providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i reference pillars clearing and grubbing road land by manual means including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of e/i excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 grade, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. i km stone ii 200 m stone reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with m15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm circular, speed limit 900 mm equilateral & triangle, left, right curve 600 mm x 450 mm rectangular, school & place providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road new construction, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 - 1997 and approved drawings. providing and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 providing m15 pcc 1:2.5:5 as levelling course in foundation :-- providing pcc m 15 1:2.5:5 concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 providing and laying rcc pipe np-3 for culverts on first class bedding material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling concrete and masonary works in head walls and parapets as per clause 1106 painting two coats on new concrete surfaces:-painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701

State Government

TRN :18759788 | 14 Aug, 2020

Tender Value : 43.69 Lacs

Patna - Bihar

Tender for providing and fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i working benchmark pillars reference pillars clearing and grubbing road land by manual means including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of e/i excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . 1000m lead 100 m lead construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. providing and applying primer coat with bitumen emulsion ss-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502. providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm type-b aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 grade, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound where specified and water finishing to lines and grade as per drawing and technical reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. i km stone iii 200 m stone providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with m15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm circular, speed limit 900 mm equilateral & triangle, left, right curve 600 mm x 450 mm rectangular, school & place providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. planting of trees by the road side avenue trees in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road new construction, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 - 1997 and approved drawings. providing and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 pmgsy path to kurmi purab tola

State Government

TRN :18759799 | 14 Aug, 2020

Tender Value : 66.09 Lacs

Patna - Bihar

Tender for providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i working benchmark pillars reference pillars clearing and grubbing road land by manual means including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of e/i excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . 1000m lead 100 m lead construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. providing and applying primer coat with bitumen emulsion ss-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502. providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm type-b aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 grade, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound where specified and water finishing to lines and grade as per drawing and technical kilometre stone :- reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703.including & labour cess. i km stone iii 200 m stone reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with m15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm circular, speed limit 900 mm equilateral & triangle, left, right curve 600 mm x 450 mm rectangular, school & place providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. planting of trees by the road side avenue trees in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road new construction, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 - 1997 and approved drawings. providing and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification clauses 615, 710 and 1204.3.11 plastering with cement mortar 1:4 on brick work in sub-structure as per technical specifications patahi pmgsy path to patahi tola

State Government

TRN :18759806 | 14 Aug, 2020

Tender Value : 71.46 Lacs

Patna - Bihar

Tender for providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i working benchmark pillars reference pillars clearing and grubbing road land by manual means including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of e/i excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . 1000m lead 100 m lead construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. providing and applying primer coat with bitumen emulsion ss-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502. providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm type-b aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 grade, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound where specified and water finishing to lines and grade as per drawing and technical reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. i km stone iii 200 m stone reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with m15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm circular, speed limit 900 mm equilateral & triangle, left, right curve 600 mm x 450 mm rectangular, school & place providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. planting of trees by the road side avenue trees in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road new construction, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 - 1997 and approved drawings. providing and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 providing pcc m 15 1:2.5:5 concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 providing and laying rcc pipe np-3 for culverts on first class bedding of pcc m10 material in 600 mmsingle row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling concrete and masonary works in head walls and parapets as per clause 1106 painting two coats on new concrete surfaces:-painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 plain/reinforced cement concretem-20 in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification clauses 615, 710 and 1204.3.11 plastering with cement mortar 1:4 on brick work in sub-structure as per technical specifications sakhauli gram purab to dalit tola

State Government

TRN :18759842 | 14 Aug, 2020

Tender Value : 33.16 Lacs

Patna - Bihar

Tender for providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i reference pillars clearing and grubbing road land by manual means including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of e/i excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 for 100 m lead construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. providing and applying primer coat with bitumen emulsion ss-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502. providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm type-b aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 grade, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. i km stone ii 200 m stone reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with m15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm circular, speed limit 900 mm equilateral & triangle, left, right curve 600 mm x 450 mm rectangular, school & place providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. planting of trees by the road side avenue trees in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road new construction, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 - 1997 and approved drawings. providing and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 providing m15 pcc 1:2.5:5 as levelling course in foundation :-- providing pcc m 15 1:2.5:5 concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 providing and laying rcc pipe np-3 for culverts on first class bedding of pcc m10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling concrete and masonary works in head walls and parapets as per clause 1106 painting two coats on new concrete surfaces:-painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 kadam chowk pwd to athari haddi dih

State Government

TRN :18759844 | 14 Aug, 2020

Tender Value : 75.45 Lacs

Patna - Bihar

Tender for providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i working benchmark pillars reference pillars clearing and grubbing road land by manual means including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of e/i excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . 1000m lead 100 m lead construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m & 100 m as per technical specification clause 303.1. construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. providing and applying primer coat with bitumen emulsion ss-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502. providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503. providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm type-b aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller achieve the desired density, complete as per technical specification clause 401. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 grade, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound where specified and water finishing to lines and grade as per drawing and technical kilometre stone :- reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703.including & labour cess. i km stone iii 200 m stone reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with m15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm circular, speed limit 900 mm equilateral & triangle, left, right curve 600 mm x 450 mm rectangular, school & place providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. planting of trees by the road side avenue trees in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road new construction, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of rcc pipe as per irc:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per irc: 98 - 1997 and approved drawings. providing and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600, 900 and 1208.4 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification clauses 615, 710 and 1204.3.11 plastering with cement mortar 1:4 on brick work in sub-structure as per technical specifications

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