View Bid Results For Groove Cutting Tenders

We found 2379 Bid Results related to groove cutting tenders. You can find Contractor details who won groove cutting tenders along with contract details in Bid awards announcements section.

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Showing 1–48 of 2379 tenders matching your filters
1.
Rural Development #11483199 AOC
Tender for 78.Well Omkar Bhikule Main Road To Sarpanch Vitthalrao Bhikule House And Main Road To Bhairavanath Temple At Vihir Tal- Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 Royalty For Hard Murum 11 Royalty For Murum at Site
Contract Date: Jul 03, 2026 Contract Value : ₹ 6.38 Lakh
Government Departments No of Bidders 9
Maharashtra View Result →
2.
Housing Urban and Rular Development #11475953 Technical Bid
bill of quantities (boq) for renovation of toilets at eight floors (ground floor, 1st, 2nd, 3rd, 4th, 5th, 6th & 7th floors) and pantry at 8th floor of ncdc headquarters building, 4, siri institutional area, august kranti marg, new delhi – 110016 schedule a- civil works sl. no. description of items unit quantity rate amount sub-head : 1 dismantling / demolition works , dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. , dismantling tile work in floors,walls and roofs laid in cement mortar including stacking material within 50 metres lead. , dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead , of area 3 sqm. and below , dismantling old plaster or water proofing or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. , demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar , dismantling of flushing cistern of all types c.i./pvc/vitrious china) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. , vitreous china water closet indian / european , vitreous china wash basins / urinals , dismantling existing floors of bathrooms and toilets as per instructions. the cost inclusive of stacking of dismantled materials (serviceable material) in good condition and also disposal of broken unserviceable materials at contractors own place. , dismantling of existing cp brass fittings, bottle traps and existing gi & ci pipes / fittings, wherever required in toilet as per instructions. the cost inclusive of stacking of existing brass fittings as per instructions of engineer - in - charge and the location directed by him. , dismantling & removal of malbaa from the sunken areas including stacking of serviceable and unserviceable material separately in the lead of 50 mts.after digging the same till the existing waterproofing is visible. the unserviceable material (inclusive of existing waterproofing, if any, of any nature) shall be removed from the sunken areas and the contractor should stack the same at his own place. sub total 0.0 sub head:2 wood work , providing and fixing wood work in frames of doors, windows, celestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). a. sal wood , providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including isi marked stainless steel butt hinges with necessary screws , extra for providing and fixing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter is to be measured for payment purpose). sub total 0.0 sub head:3 finishing work , providing and applying 12mm cement plaster including making grooves wherever required of mix 1:6 . (1 cement :6 coarse sand) , brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) , providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “t” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “t” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “t” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “t” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. main “t” runners to be suspended from ceiling using gi slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm gi adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main t, bottom exposed width of 24 mm of all t-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by engineer-in-charge. , 12.5 mm thick square edge pvc laminated gypsum tile of size 595x595 mm, made of gypsum plasterboard, manufactured from natural gypsum as per is 2095 part i and laminated with white 0.16mm thick fire retardant pvc film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side pvc film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. , providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. size of tile 800x800 (note: a. base rate of tile in the range of rs.90-95/- per sq.ft. b. brands: kajaria, euro, rak ceramics, somany or equivalent only ) , providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointingwith grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete size of tile 800x800 mm (note: a. base rate of tile in the range of rs.90 -95 per sq.ft. brands: kajaria, euro, rak ceramics, somany or equivalent only ) , providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. completeat all levels.granite stone slab of colour black, cherry/ruby red , providing and fixing1500x500 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed towooden cleats with c.p. brass screws and washers complete.mirror make:asahi, saint gobain or equivalent as approved by engineer in charge sub total sub head:4 waterproofing work , providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: (i) ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to is : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) iind course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv)ivth course of 400 micron thick pvc sheet. (overlaps at joints of pvc sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). , providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. this layer will be allowed to air cure for 4 hours. (b) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. , supplying and filling in sunken with sand under floors, including watering,ramming, consolidating and dressing complete. sub total 0.0 sub-head : 5 plumbing / sanitary work , providing and fixing white vitreous china pedestal type water closet(european type-one piece) with seat and lid, 10 litre low level white vitreous chinaflushing cistern & c.p. flush bend with fittings & c.i. brackets, 40 mm flushbend, overflow arrangement with specials of standard make and mosquitoproof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floorswherever required : w.c. pan with isi marked white solid plastic seat and lid , providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, includingcutting and making good the walls and floors wherever required:white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests , providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (i)white vitreous china wash basin size 630x450 mm with a pair of 15 mm c.p. brass pillar taps , providing and fixing white vitreous china flat back half stall urinal of 710x485x300 mm or 640x370x310 or 610x390x370mm sizes with white pvc automatic flushing cistern, with fittings,standard size c.p. brass flush pipe, spreaders with unions and clamps (allin c.p. brass) with waste fitting as per is : 2556, c.i. trap with outlet gratingand other couplings in c.p. brass, including painting of fittings and cuttingand making good the walls and floors wherever required : range of two half stall urinals with 10 litre p.v.c. automatic flushing cistern , providing and fixing stainless steel a isi 304 (18/8) kitchen sink as peris:13983 with c.i. brackets and stainless steel plug 40 mm, includingpainting of fittings and brackets, cutting and making good the walls wherever required :kitchen sink with drain board 510x1040 mm bowl depth 225 mm , providing and fixing stone slab with table rubbed, edges rounded and polished,of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting achase of appropriate width with chase cutter and embedding the stone in thechase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 6 mm nominal size) as per direction of engineer-in-charge and finished smooth. (granite stone of approved shade) , providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. (concealed work, including cutting chases and making good the walls etc.following dia mm nominal outer dia pipes),(astral, ashirwad or quivalent make) , 15mm nominal outer dia. pipes , 20mm nominal outer dia. pipes , 32mm nominal outer dia. pipes , 50mm nominal outer dia. pipes , providing and fixing 3 layer pp-r (poly propylene random copolymer)pipes confirming to is:15801 uv stabilized & anti - microbial fusion welded,having thermal stability for hot & cold water supply, including all pp - r plain & brass threaded polypropylene random fittings, including trenching,refilling & testing of joints complete as per direction of engineer-in-charge. (concealed work, including cutting chases and making good the walls etc.following dia mm nominal outer dia pipes),(astral, ashirwad or equivalent make) , 100mm nominal outer dia. pipes , 150mm nominal outer dia. pipes , all internal sanitary works , providing and fixing c.p. brass long nose bib cock of approved quality (15 mm nominal bore) , providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 , providing and fixing brass 2 in 1 pillar cock of approved quality (15 mm nominal bore) sub total 0.0 total sch a 0.0 schedule b- elctrical works sl.no. description unit quantity rate amount (in rs.) , wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls/hffr pvc insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm frls/hffr pvc insulated copper conductor single core cable etc. as required.(wire make- havells, polycab, finolex or equivalent. modular switch, socket, box, plate, etc make- havells, roma or equivalent. steel conduit make-bec, unicon or equivalent) , group c , wiring for circuit/ submain wiring along with earth wire with the following sizes of frls/hffr pvc insulated copper conductor, single core cable in surface/recessed steel conduit as required.(wire make- havells, polycab, finolex or equivalent) , 2 x 4 sq. mm + 1 x 4 sq. mm earth wire , 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire , supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.(make- havells, schneider or equivalent) , 250 mm x 300 mm x 100 mm deep , 180 mm x 100 mm x 60 mm deep , supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.(make- havells, roma or equivalent , 3 pin 5/6 a socket outlet , 5/6 a switch , 15/16 a switch , 6 pin 15/16 a socket outlet , supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc. as required.(make- havells, finolex or equivalent , 8 module (125mmx125mm) , 12 module (200mmx150mm) , 6 module (200mmx75mm) , installation, testing and commissioning of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.(make- havells, crompton or equivalent , 510 mm sweep , led down lighter (cob type) (system lumen efficacy ≥120 lm/watt ) supplying, installation, testing & commissioning of led recessed/surface down lighter (round / square/ rectangular) cob type of following body material and construction as per is : 10322 with driver as per the requirement with driver efficiency 85%, operating voltage ac 140-270 volt, frequency 50/60 hz, operating temp range -5 0c to 40 0c, internal surge protection of 2.5 kv with short & open circuit protection ,thd 10%, p. f.≥0.95, ip20, cri 80 , ugr (unified glare rating) 19, flicker free (flicker should be below 5 %), life time (led, driver & electrical circuitry), life time of minimum 50000 burning hours with, 70% of initial lumen maintained till life ends , cct 3000°k / 4000°k / 5700°k /6500°k (as per ansi bin), sdcm(standard deviation colour matching) 3, maximum power consumption should not more than the specified rating and fixture shall be of relevant bis standard. manufactures word mark/ name engraved/ embossing/ screen printing on housing. oem must have its own in house nabl lab setup for all testing facilities for led fixtures. complete in all respect i/c external connections with 1.5 sq mm frls/hffr, pvc insulated copper conductor single core cable and earthing etc. as required with minimum 5 year oem warranty. system lumen efficacy ≥120 135 lm/watt output . lm79 & lm80 test report and all testing required for led fixtures as per bis shall be submitted shape size and cct shall be as approved by engineer-in- charge as per requirement. (thermal management: heat sink of aluminium housing such that led junction temperature shall not rise above 90°c). powder coated die cast /extruded aluminium body including trim with aluminium reflector(make- havells, philips or equivalent) , 12 -15 watt , led batten light (system lumen efficacy ≥120 135 lm/watt) supplying, installation, testing & commissioning of led surface mounted batten light of following body material and construction as per is : 10322 with driver (replaceable) as per the requirement with driver efficiency 85%, operating voltage ac 140- 270 volt, frequency 50/60 hz, operating temp range -5 0c to 40 0c, internal surge protection of 2.5 kv with short & open circuit protection ,thd 10% , p. f.≥0.95, ip20, cri 80, flicker free (flicker should be below 5 %), life time (led,driver & electrical circuitry), of minimum 50000 burning hours with 70% of initial lumen maintained till life ends, cct 3000°k / 4000°k / 5700°k /6500°k 46 delhi schedule of rates (e&m)-2025(as per ansi bin), sdcm(standard deviation colour matching) 3, maximum power consumption should not more than the specified rating and fixture shall be of relevant bis standard. manufactures word mark/ name engraved/ embossing/ screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm frls/hffr, pvc insulated copper conductor single core cable and earthing etc. as required with minimum 5 year oem warranty. system lumen efficacy ≥120 135 lm/watt output. lm79 & lm80 test report and all testing required for led fixtures as per bis shall be submitted. shape size and cct shall be as approved by engineer-in-charge as per requirement. (thermal management: heat sink of aluminium housing such that led junction temperature shall not rise above 90°c).powder coated die cast /extruded aluminium body (thickness 1.20 mm)(make- havells, philips or equivalent) , 18- 22 watt , led strip light (make- philips, wipro or equivalent) , automatic hand dryer (make- dolphy, euronics or equivalent) , automatic touchless toilet urinal sensor alongwith solenoid valve, flexible hose, etc(make- parryware, jaquar or equivalent) total sch b total total (sch a+schb) 0.0 say rs.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Cooperative No of Bidders 5
Delhi View Result →
3.
Educational and Research Institute #11474153 AOC
Bids Are invited for Fitter Hand Tools Caliper Harmafrodaite - Jenny Caliper Odd Leg Hermaphrodite Caliper 6 Inch 150Mm Adjustable Steel Marking And Scribing Tool For Woodworking And Metalworking 150Mm , Chisel Cold Flat - Drop Forged Chisel 19X25x200mm Heavy Duty Carbon Steel Tool For Woodworking Metal Cutting Masonry Construction And Industrial Applications 20X150mm , Hexa Frame Fixed Type - Heavy Duty Hand Saw, 12 Inch Hacksaw Frame 300Mm , Safety Goggles - Safety Goggles With Clear Lens Lightweight, Scratch And Impact Resistant Safety Glasses For Multipurpose Use For Pollution, Dust, Riding And Construction Work Normal Size , Straight Ede - Straight Edge With Bevel 300Mm , Stud Extrecter - Bolt Screw Extractor Remover Set Easy Out Drill Bits Set Of 8 , Verneir Caliper - Vernier Caliper 150Mm, 6 Inches, Magnetic Steel Made With Pinch Fine Measure Function 150Mm , Marking Table - Surface Finish Hand Scraped Types Hole Type & T-Slot Type Materialcast Iron Size 900X900x900mmpower Consumptioncustomized , Portable Hand Drill Machine Electric Type - Drill 13Mm, 650W, 2800Rpm With Auto Chuck In Bmc Box , Drill Twist Taper Shank - High Speed Steel Taper Shank Twist Drills 8-20Mm , File Round Second Cut - File Round Second Cut 200Mm For Plastic Laminate Edge Finishing Grade High Carbon Hardened Steel , File Trungular Second Cut - File Trungular Second Cut 200Mm For Plastic Laminate Edge Finishing Grade High Carbon Hardened Steel , File Flate Second Cut T Safe Edge - File Flate Second Cut T Safe Edge 300Mm For Plastic Laminate Edge Finishing Grade High Carbon Hardened Steel , File Half Round Second Basterd - File Half Round Second Basterd 250Mm For Plastic Laminate Edge Finishing Grade High Carbon Hardened Steel , File Round Secont Bastard - File Round Secont Bastard 250Mm For Plastic Laminate Edge Finishing Grade High Carbon Hardened Steel , File Carad Wire Brush - File Carad Wire Brush 3X5 Inch , Wooden Handal Soldring Iron Copper Bit - Wooden Handle Forged Soldering Iron Copper Bit 250Grm , Blow L - Brass Blow L Pump Blow Torch Blow Gun Kerosene L 0.5L , Inter Chegeable Ratchet Socket Set - Combinational Ratchet Socket Wrench Spannar Tool Goti Set With Carry Box For Automobiles/Bike/Car Repair Tool Kit 32Pc Socket Set (32Pc In Blue Box) 12Mm , Double Ended Tublare Box Spanner Set With Tomm Bar - Tubular Spanner Set, 9Pcs Dual-Ended Wrench Socket Plumber Back Nut Tap Spark Plug Spanner Set Extended Spark Plug Wrench 6-25Mm , Cl Toolmaker - Toolmaker Parallel Cl S- Vice Craft Diy Machine Tools(U) 5-7.5Mm , Hand Reamer Set Taper Pin Straught Fiute - Hand Reamer Set (Tapar Pin Straight Flute) 6-16Mm , Machine Remerr Prallel Helical Fiute - Machine Remerr Prallel Helical Fiute 12-16Mm , Chisel Cold Crosscut And Diamond Point - Diamond Point Cut & Flat Cut Chisel Combo 9X150mm , Adjustable Pipe Die Set Bsp - Pipe Die Set 1X2inch, 3X4inch,1Inch Bsp Die Handle , Wheel Dresser Star Dresser With Holder - Grinding Wheel Dresser, Star Bench Grinding Restorer Device, Grinder Hand Tool Accessories For Wheel Surface Correction, Maintenance, Sharpening, Polishing 150Mm , Machine Vice Swivel Base - Precision Milling Machine Vice, 100 Mm Width, Swivel Base, Heavy Duty 100Mm , Locker With 8 Drawer - Industrial Locker Cabinet With Key Locking Feature 8 Drawer , Metal Rack - Adjustable Set Of 4-Shelf Metal Storage Shelving Unit 1820X1820x450mm , Machine Vice - Precision Milling Machine Vice, 100 Mm Width, Heavy Duty100mm , Wing Compass - Wing Compass Heavy Duty Metal Layout Tool For Machinists Woodworking Metalworking Scribing And Marking Circles 254-300Mm , Hand Hammar With Handle - Steel Club Hammer With Handle 1000Gm , Torque Wrench Standard Ratchet - Heavy Duty Drive Torque Wrench 14-68 Nm Adjustable With Reinforced Gear, Forward/Reverse Ratchet And Ball Lock Design Automotive Torque Wrench For Car Wheels, Bike And Workshop Use , Power Tools For Fastninig - Corded Rotary Hammer 18Mm Electric Drill Machine , Different Profile Gauge Plate Type - Different Profile Gauges Plate Type For Demonstration Mitric Standad , Indexable Boribar With Inserts - Alloy Steel Reduced Shank Indexable Boring Bars, Size 1Inch , Tempreature Gauge - Thermometer Temprature Gauge 0-150Degree C Dial & Bimetal 0-150 C , Dowel Pin Starigut - Dowel Pin Ms (Mild Steel) Standard 1Inch , Standard Tap Screw - Standard Tap Screw 3-16Mm , Lapping Plate - Aluminum Lapping Plate Master Lap 6Inch , Meduam Carboon Heat Trated Alloy Steel Metric Stand - Meduam Carboon Heat Trated Alloy Steel Metric Stand 6-16 Mm , Capsscrew - Capsscrew Mild Steel 6-12Mm , Drill Gauge - Drill Gage 12.5-30Mm , Cast Iron Valve Flanged Type - Cast Iron Pn 1.6 Flanged Sluice Valve, 150Nb Size 150 Mm Body Materialcast Iron , C.I. Sluice Gate Valve Flanged Type - C.I. Sluice Gate Valve Flanged Type 150Nb Materialcast Iron Valves Or Ductile Iron Valveshand Wheel With Wheel Media Water Media Type Water Design Is Standardsurface Finishing Zinc Epoxy Product Typevalves Usage/Application Waterline , Stop Cock - Stopcock Brass Compression Valve - Durable With Bs1010 And Bs En1213 Standards, Stop Tap Isolation Valve For Water Mains 25Nb , Slip On Forge Steel Flange - Slip On Forge Steel Flange Carbon Steel 150Nb , Bolt Nut With Washer - Bolts With Nuts And Washers Full Threaded Hex Socket Cap Screws 20X2.5X90 , Pully For Flat Belt - Motor Pulley Jaw Pully Cone Pully, Multi-Groove 50Mm , Steel Keys - Stainless Steel Key Stock Assortment Set 8Mm 10Mm 12Mm 16Mm 20Mm 25Mm 30Mm Round Ended Parallel Drive Shaft Key Parallel Keys Pulley Feather Key For Fastening Fiting , Packing Gasket - Rubber Packing Gasket, For Industrial Normal Size , Washer Cluth Key Jib Cotter And Cirlip - Washer Cluth Key Jib Cotter And Cirlip 25Mm , Drill Drift - High Speed Steel Ejecting Drill Drifts 200Mm , Bearing Different Type - Bearing Different Type Deep Groove Ball Bearing 25Mm , Lifting Sling - Lift-Up Heavy Duty Steel Wire Rope Sling Eye And Eye Single Body 5Mm Dia 250 Kg Capacity Galvanised Finish Durable Lifting And Rigging Sling 8Mm , Bearing Extactor - Bearing Puller Three Legs 2-3Joy , Pully Extractor - Pulley Extractor, 4 Inch 100Mm Stable And 2 Jaw Gear Puller For Machinery Repair , Flat Headed Hammer With Handel - Soft Face Hammer With Handle Hand Tools For Professionals 250 Gm , Planishshing Hammer - Soft Face Hammer With Handle Hand Tools For Professionals 250 Gm , Snip Bent Left Cut - High Speed Steel Aviation Tin Snip 250Mm , Gauge Snape Go And Not Go - Gauge Type Go No Go Snap Go No Go Type Single Ended Tolerance Class Inspectionhandle Type Plain 25-50Mm , Gauge Pluge - Stainless Steel Bore Depth Checking Plug Gauges 5-55Mm , Gauge Telescopic Set - Telescopic Gauge Bore Gauge, 6 Pack Hole Gauge Set, Premium Steel T-Bore Hole Gauges Set, Measurement Tool, Telescoping Full Round Bore Gauge 8-15Mm , Dial Vernier Cliper Universal - Display Type Analog Material Stainless Steel Packaging Type Box Size 300Mm Dimension300 Mm (Length) Features Shockproof Dial Indicator , Depth Micrometer - Depth Gauge Micrometer Typeanalog Range 0-25Mm Accuracy 0.004Mm Material Stainless Steel Resolution 0.01Mm , Digital Micrometer Outside - Digital Micrometer Outside Electronic Precision Measuring Instrument For Metal And Engineering Use 0-25 , Comparator Gauge Dial Indiate With Stand And Vracket - Comparators Gauge Dial Indication With Stand And Bracket. 0.01Mm , Enggineering Try Squar - Engineer Steel Try Square - 150 Mm 6 Inch Perfect 90 Degree High Grade , Surface Roughnes Comerission Plate - Surface Roughness Comparison Chart, Sa31 N1-N12 Grade , Pipe Bender Machine - Manual Pipe Bending Machine 25 Mm Heavy Duty Round Pipe Bender , Pedastel Type Grinding Machine - Pedastel Type Grinding Machine Motor 2Hp 1.5Kw Power 3Phase 440 Volts 50Hz Rpm 2800 Wheel Size 300Dia Shaft Dia 25Mm , Hexa Frame Wing Nut - Hexa Frame Wing Nut 12Inch Best Tools You Can Depend Upon Made On Cnc Machine As Per Specification Right Choice For Everyone Bolt And Nut Used For Multiple Hacksaw Frames , File Square Secound Cut - File Square Secound Cut 250 Mm For Plastic Laminate Edge Finishing Grade High Carbon Hardened Steel , File Flat Bastard - File Flat Bastard 300Mm For Plastic Laminate Edge Finishing Grade High Carbon Hardened Steel , Stake Grooving - Stake Grooving 100X100x300 Mm For Plastic Laminate Edge Finishing Grade High Carbon Hardened Steel Total Quantity : 274
Contract Date: Ref. Documents Contract Value : ₹ 8.80 Lakh
Boards / Undertakings / PSU No of Bidders 6
Madhya Pradesh View Result →
4.
Rural Development #11465699 Price Bid
Tender For 112.Bhadas Gavadewadi Devekarwasti Road - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 5 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Maharashtra View Result →
5.
Rural Development #11465698 Price Bid
Tender For 115.Mandede Under Road Tal Mulshi - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 5 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 6 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Maharashtra View Result →
6.
Rural Development #11465697 Price Bid
Tender For 118. Pomgaon Mulapur Road Karane Tal Mulshi - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Maharashtra View Result →
7.
Rural Development #11465680 AOC
Tender For 69.Velha Bu. P.S. Road Concrete From Main Road To Gautam Nagar Vasti A Old Panchayat Samiti At Velhe Bk Tal- Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 3 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 4 Providing solingusing 80 mmsize trap metal in 15 cm. layer including filling voidswith Crushed sand/grit, ramming, watering etc. complete. 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 Royalty For Rubble stone excluding royalty 11 Royalty For Hard Murum
Contract Date: Jul 03, 2026 Contract Value : ₹ 6.34 Lakh
Government Departments No of Bidders 8
Maharashtra View Result →
8.
Rural Development #11465679 AOC
Tender For Concrete road from house of Kelad Shaila Shinde (A) to Janani Devi Rahata at Kelad, Tal- Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 3 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 4 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 5 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 6 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 7 Providing solingusing 80 mmsize trap metal in 15 cm. layer including filling voidswith Crushed sand/grit, ramming, watering etc. complete. 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 SOIL / MURUM. 1)Sieve Analysis 11 Royalty For Rubble stone excluding royalty 12 Royalty For Hard Murum
Contract Date: Jul 03, 2026 Contract Value : ₹ 6.66 Lakh
Government Departments No of Bidders 6
Maharashtra View Result →
9.
Rural Development #11465678 Price Bid
Tender For 71.Kondhavli Pailwan Santosh Karanjakar House Under Road Concete Road Tal -Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing solingusing 80 mmsize trap metal in 15 cm. layer including filling voidswith Crushed sand/grit, ramming, watering etc. complete. 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 5 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 6 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 7 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 Royalty For Rubble stone excluding royalty 11 Royalty For Hard Murum
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Maharashtra View Result →
10.
Rural Development #11465677 AOC
Tender For 72. Concrete road under Pathardare Bhaguji Yenpure house to Ankush Khatpe house and Khatpewadi Sunil Khatpe house to Rah Santosh Khatpe house Pal Bu Ta Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 5 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 6 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 7 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 Royalty For Hard Murum 11 Royalty For Murum at Site
Contract Date: Jul 03, 2026 Contract Value : ₹ 8.87 Lakh
Government Departments No of Bidders 6
Maharashtra View Result →
11.
Rural Development #11465674 AOC
Tender For 75.Meravane Fanshi Internal Road Concrit Tal Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 8 Royalty For Hard Murum 9 Royalty For Murum at Site
Contract Date: Jul 03, 2026 Contract Value : ₹ 8.84 Lakh
Government Departments No of Bidders 6
Maharashtra View Result →
12.
Rural Development #11465672 AOC
Tender For 80.Sri Kshetra Malaidevi Temple Road Near Wangani Entranct Tal- Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 5 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 6 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 7 Royalty For Murum at Site
Contract Date: Jul 03, 2026 Contract Value : ₹ 12.53 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
13.
Metro Rail #11458847 Technical Bid
supply of consumables and tools for rolling stock department , acid proof gloves length= 12 , surgical gloves , heavy duty gloves polyster cotton seamless liner size: 9.4*5.1*2.7 , cotton gloves (light duty) blue dotted , cable tie 6 (100 nos. in each packet) , cable tie 8 (100 nos. in each packet) , cable tie 4 (100 nos. in each packet) , cable tie 10 (100 nos. in each packet) , cable tie 18 (100 nos. in each packet) , loctite 243 50 ml pack , loctite 401 20 gm pack , loctite 406 20 gm pack , loctite 518 (flange sealent) 50 ml pack , loctite 542 (thread sealent) 50 ml pack , loctite (tite foam big gaps) generic name:- polyurethane foam net qty :- 340 gm , face mask (3 ply) cotton , face shield size: 33 cm (width) x 23 cm (length) thickness: 350 micron. elastic: woven elastic. , electric contact cleaner (ec) can capacity:- 500 ml can , wd-40 (rust remover) can capacity:- 500 ml can , black paint spray can can capacity:- 400 ml can , araldite 36 gm pack , m-seal 36 gm pack , dungaree (s) material- cotton polyster blend full sleeve, washable color-navy blue , dungaree (m) material- cotton polyster blend full sleeve, washable color-navy blue , dungaree (l) material- cotton polyster blend full sleeve, washable color-navy blue , dungaree (xl) material- cotton polyster blend full sleeve, washable color-navy blue , cell aa duracell or any similar reputed make , cell aaa duracell or any similar reputed make , cotton cloth lint free , cotton waste , crystalline salt (nacl) , anhydrous citric acid , emry paper grit 120 , emry paper grit 160 , emry paper grit 60 , ss wire 1 mm dia , small steel ruler 15cm , safety goggles lens coating-anti fog , cable flexible cable, 10 core 0.25 sq mm, data transmission cable,used in pwl and m&ps , cable 3 core, 1.5 sq mm for general use , sealant sikaflex 265 tube capacity 600 ml , fire silicon sealant b1 fr ,tube capacity 300 ml make soudal , silicon sealant tube capacity 300 ml , solder flux packet weight 15gm , soldering iron 60w, 220v temperature adjustable , fast heating , solder wire solder wire for soldering of electronic application, sn 60 pb 40, width- 0.7 mm, 250 gm packing , long neck pad lock for points clamp regular size=67 mm material = stainless steel make- harison or any reputed make , pad lock regular size=67 mm material = stainless steel make- harison or any reputed make , circular metal cutting blade for bosch grinder model gws8-100c bosch or any similar reputed make , train lux train outer body cleaner , distilled water 5 ltr can , pipe wrench (max opening 3.125 inch) , ss plain washer m6 material- steel surface treatment- zinc plated , ss plain washer m10 material- steel surface treatment- zinc plated , ss plain washer m8 material- steel surface treatment- zinc plated , ss plain washer m13 material- steel surface treatment- zinc plated , spring washer m6 material- steel surface treatment- zinc plated , spring washer m8 material- steel surface treatment- zinc plated , spring washer m10 material- steel surface treatment- zinc plated , spring washer m13 material- steel surface treatment- zinc plated , ss bolt m8x16 with nut material- steel surface treatment- zinc plated , ss bolt m6x16 with nut material- steel surface treatment- zinc plated , ss bolt m6 with nut and washer length 25 mm,head 10 mm , ss bolt m6 with nut and washer length 30 mm,head 10 mm , ss bolt m6 with nut and washer length 16 mm,head 10 mm , ss bolt m6 with nut and washer length 50 mm,head 10 mm , ss bolt m6 with nut and washer washer thickness 7 mm , ss bolt m8 with nut and washer length 25 mm,head 13 mm , ss bolt m8 with nut and washer length 20 mm,head 13 mm , ss bolt m8 with nut and washer square clip nut , ss bolt m 11.5 with nut and washer length 47 mm,head 13 mm , ss bolt m 12 with nut and washer length 28 mm,head 13 mm , allen bolt m16 tapered head, length 30 mm, allen key groove 10mm used , ss eye bolt m16 wll=700 kg , ss eye bolt m 24 swl =1.6 ton , v type rubber ring seals v-150 , single end sleeve lug 0.5 mm2 tinned copper , single end sleeve lug 1 mm2 tinned copper , single end sleeve lug 1.5 mm2 tinned copper , single end sleeve lug 2.5 mm2 tinned copper , insulated flat pin lug type b ,1.5 mm2 , insulated flat pin lug type a, 1.5 mm2 , insulated ring type lugs 1.5mm2 , insulated ring type lugs 2.5mm2 , insulated ring type lugs 4-6mm2 , insulated u type lugs 1.5mm2 , insulated u type lugs 2.5mm2 , female disconnector lugs, red colour wire size (0.5mm2-1.5mm2), tab size= 2.8 , female disconnector lugs, red colour wire size (0.5mm2-1.5mm2), tab size= 4.8 , female disconnector lugs, blue colour wire size (1.5mm2-2.5mm2), tab size= 2.8 , female disconnector lugs, blue colour wire size (1.5mm2-2.5mm2), tab size= 4.8 , female disconnector lugs, blue colour wire size (4 mm2-6 mm2), tab size=6.3 , butt connector,red awg 22-16 , butt connector,blue awg 16-14 , butt connector,black awg 14-12 , butt connector,yellow awg 12-10 , heavy duty lugs 70 mm , heat shrink sleeve dia-8mm , heat shrink sleeve length -10 meter dia-10 mm , heat shrink sleeve length -10 meter dia-3mm , heat shrink sleeve length -10 meter dia-5mm , drill machine type: pistol grip drill rating- 600w ømax- 13mm , drill bit set hss bosch or any reputed brand (1.5 -6.5 mm size) , masonary drill bit set bosch or any reputed brand bit (size-3-10 mm) , combination ratchet set open ended and ring ended taparia or any similar reputed make size- 6-22 mm , double end ratchet (1/4 & 3/8) taparia or any similar reputed make , combination spanner set open ended and ring ended taparia or any similar reputed make size 6-22 mm , spanner 12/13 taparia or any similar reputed make , spanner 10/11 taparia or any similar reputed make , ratchet big 1/2 drive taparia or any similar reputed make , belt spanner 9 open ended type taparia or any similar reputed make , torque wrench 300nm (1/2 drive) taparia or any similar reputed make , socket 27mm 1/2drive taparia or any similar reputed make , adapter 3/4 to 1/2 taparia or any similar reputed make , adapter 1 to 1/2 taparia or any similar reputed make , vernier caliper range (0-150 mm) mitutoyo or any other reputed brand , socket 32 mm 1/2 drive taparia or any reputed brand , socket 34mm 1/2 drive taparia or any reputed brand , socket 36mm 1/2 drive taparia or any reputed brand , allen key 8 mm (50-52 hrc) taparia/stanley or any reputed brand , allen key socket set (57-62) taparia/stanley or any reputed brand , star allen key set taparia/stanley or any reputed brand , allen key with handle set size- 1.5mm-10mm taparia or any reputed brand , allen key set without handle size- 1.5mm-10mm taparia or any reputed brand , american plier/end cutter plier stanley/knipex/taparia or any reputed brand , adjustable wrench, size 8 inch taparia or any reputed brand , heavy duty nipper taparia or any reputed brand , wire cutter/stripper taparia or any reputed brand , crimping tool - phoenix contact (1212039) wire size 10mm2,16mm2,25mm2 , crimping tool ht 007 awg 22-18, 15-14,12-10 , small t- spanner size 10mm , small t- spanner size 13mm , immersion rod wattage-1000w-1500 w any reputed brand , internal circlip plier size -175 mm(7 inch) bent nose material - carbon steel stanley or any reputed brand , external circlip plier straight nose size- 175 mm stnaley or any reputed brand , pneumatic push in connector make- festo/janatics, size 8 to 8 , pneumatic push in connector make- festo/janatics, size 6 to 8 , pneumatic push in connector make- festo/janatics, size 6 to 6 , pneumatic push in connector make- festo/janatics, size 6 to 4 , web sling (2ton, 1metre) , web sling (2ton, 2metre) , web sling (3ton, 4metre) , web sling (5ton, 4metre) , tds meter any reputed brand , clamp meter rating- 1000v, 600 a fluke or any reputed brand , ph meter 0-14 ph , plastic stair stool width x height: 20.86 inch x 23.62 inch (1 ft 8 in x 1 ft 11 in) load capacity: 100 kg material- plastic , small stool 9 material- plastic heavy duty , head torch led head lamp rechargeable 1000 mah li-ion battery with charger and usb cable , led torch 5w, 4000mah, 200 meter range any reputed brand , hose clamp 12mm material ss , hose clamp 30/32mm material ss , hose clamp 50mm material ss , hammer 1 kg , sledge hammer 3 kg , micro screw driver (ss coated) set of 31 pcs toptul or any reputed brand , d shackle for hvac 4 ton , plastic key chains with plastic key tags , digital pressure indicator with fitting(bellstone) make- keller pressure range - 0-20 bar , allen key 8 mm (50-52 hrc) taparia or any similar reputed make , usb to rs232 female connector cable cable length 03 mtr , usb cable type b and c size 4 feet , power cable power cord 1.8 - 2 m computer mains power cable cord for desktop 3 pin power cable f , 3m electric insulation tape material -vinyl dim:- 3/4×66 ft , teflon tape ptfe thread seal tape, 12 mm×10 mtr roll , adhesive waterproof tape width= 2 , heavy duty duct tape size= 2 × 25 mtr , cotton rope/monkey rope 5 mm dia , pint oil 500 ml , brazing flux high brazing flux , brazing rod 10% silver based brazing rod , sealant gun with nozzle heavy duty feed type: trigger-fed gun , grease gun flexible hoses heavy duty pistol grip grease gun manual sprayer , 30 gm capacity , glue gun rating :- 40w , hot melt glue stick size- 8 inch pack of 15 , pneumatic gun/air blow gun make- janatics, air blow gun for 10 bar pneumatic pressure, with 8 mm connector , pneumatic pipe for 10 bar pneumatic pressure, size 8 sq. mm dia. , a type ladder 4 feet , 3 steps, aluminium body , a type ladder 5 feet, aluminium body , extension board with 4 sockets and one usb port with usb ports power strip, with individual switch, 4-5 meter medium duty power cord, (10)a/250v , extension board with 6 heavy duty power cord rating 16a/250 v , 3 pin plug top current rating 6 a, 230 v , 3 pin plug top current rating 16 a, 230 v , industrial 3 pin plug top current rating 16 a, 230 v , 5 pin industrial plug current rating 32 a, 3 phase, 415 v , 5 pin industrial plug current rating 63 a, 3 phase, 415 v , 5 pin industrial plug current rating125 a, 3 phase, 415 v , ro pre filter pre filter for ro water purifier length 10 inch , ro membrane ro membrane 80 gpd for water purifier
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
14.
Defence #11456122 Technical Bid
Tender for Contract Details , Demolition Of Cement Concrete (Unreinforced) In Ground Floors And Pavings N.Exc 15 Cm Thickness (Below Or Above |Ground Level) And Removing Rubbish Material Outside Mod . Complete As Specified And Directed By Engr-In-Charge. , M&L For Roughenig Surfaces Of Old Concrete Floor By Picking, Sweeping Clean And Washing Down With Water To Remove Dust & Brushing Neat Cement Slurry With 3 Kgs Of Cement Per Sqm Wtc All As Specified & Directed By Engr-In-Charge. , M&L For Cement Concrete Work In Pavement/Hard Standing Of Flexural Strength 40 Kg Per Square Centimeter In Field Using 400 Kg Of Cement Per Cubic Metre, Thickness Of Concrete 25 Cm Or Less And Finishing Surface Of Concrete Roads, Pavements By Brooming Complete All As Specified And Directed By Engr-In-Charge. , M&L For Forming 20 Mm Thick Expansion Joints Filled With Pre Formed Bituminous Filler And 30 Mm Primed And Sealed With Sealing Compound Grade A For 150 Mm Thick Concrete Slab Complete All As Speciied And Directed By Engr-In-Charge. , Supply And Fixing In Repair Metal Tubular Dealineator Made Out Of Abs Round Body Fitted With 2 Nos 65 Mm Dia Highly Reflective Reflectors Made Out Of Pmma And Mounted On 45/50 Mm Dia Mild Steel Pipe Of 600 Mm Height Duly Powder Coated And Thermo Plastic Elastomer 3 Bands Of Green, Red And Yellow Reflector Radium Tape Of 25 Mm Wide Strips With Anti Theft Steel Net For Reflector Protection Including Embedding In Plain Cement Concrete 1:2:4 (150X150x300mm) Type B1 Complete All As Specified And Directed By Engr-In-Charge. , Supply And Fixing In Repair Cat Eye Solar Reflective Type Of Metal Body Alloy Of Size 100Mm X 100Mm X 20Mm With Pama Striplens Reflector Of Model No. Da 972.0 Fixed With And Incl Ms Stud Of Suitable Size As Per Manufactures Instructions As Specified And Directed. , Removing Building Materoals Etc To A Distance Of 5 Km Or Under, Beyond The Lead Included In Rates, Including Loadoing, Unloading And Stacking At The Destination , Dismantling Of Stone Slabs And Tiles Of Any Description Or Thickness Laid Bedded And Pointed In Any Mortar In Floor, Aprons Etc And Including Disposal Of All Debris Exc 1.5 Kmtr Not Exc 5 Km. , Providing And And Laying 80Mm Thick Factory Made Chamfered Edge Cement Concrete Paver Block Of M-30 Grade With Approved Colour, Design & Pattern As In Footpath, Parks, Lawns, Drive Ways Or Light Trafficparking Etc., Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over And Including 50Mmn Thick Compacted Bed Of Coarse Sand, Compacting And Proper Embedding/ Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Fine Sand And Cutting Of Paver Block As Per Required Size And Pattern, Finishing And Sweeping Extra Sand; Complete All As Specified And Directed. , M&L For Preparation Of Old Stone, Concrete Surfaces & Applying One Coat Of Synthetic Enamel Paint Of Any Description Over 10Cm Girth Or Width, Not Otherwise Described Complete All As Specified And As Directed. , S&F In Repair For Factory Made Plain Cement Concrete Kerb Stone Of Size 300 X 460X150mm , Laid In Position To The Required Line, Level And Curvature, Jointed With Cement Mortor 1:3 Including Making The Joint With Or Without Grooves Including Making Drainage Opening Where Ever Required Comlete All As Per Direction Of Engineer-In-Charge. , M&L For Plain Cement Concrete 1:2:4 , Type B1 Using 20Mm Graded Stone Agg As In Benching And Coping, Apex Stone Etc, All As Specified And Directed. , M&L For Painting Of Two Coats Synthetic Enemal Paint Over Kerb Stone In White/Yellow/Black Shades Including Priming Coat And Cleaning/Preparation Of The Surface Complet All As Specified.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 7
Uttarakhand View Result →
15.
Agriculture #11440258 Technical Bid
purchase of the mill store general items. , purchase of the mill store general items. , angle grinder 5” (bosch make) (3039) ag_ gwsb6-125 , brass electrode 1/8” (2010) , brass o (2952) 250 ml bottle , carbide grooving tools (6415)(sandvick make) 50 digree-1 no. 35 digree-1 no., 45 digree-1 no. meschert groove cutting tool 8 mm-1 nos. , carbide tip ¾” (5244) triangular shape) , carbide tips size ½” (3002) triangular shape , chain block cap. 2 ton (20 mtr.) (induf make) (3998) p series, load chain 20 mtr., hand wheel chain 20 mtr. , chain pully block-3 ton (6051) (induf make) p series, load chain-20 mtr. hand wheel chain-20 mtr. , chain pully block model: p 1 ton (3997) (induf make) p series, load chain 20 mtr, hand wheel chain-20 mtr. , cotton waste (2944) , crbide tip 1” (5242) triangular shape , emery cloth smooth (5226) (universal carborandam make) , emery paste fine (5225) , emmery cloth rough (2947) (universal carborandam make) , emmery paste rough (4259) (universal carborandam make) , emmery tape ½” (2946) , flux for brass branzotactic (5641) , gas checking regultar for oxygen (4255) (esab make) , glass black for welding screen (2005) , grahite power smooth (5224) (universal carborandam make) , graphite powder rough (2851) (universal carborandam make) , grinder wheel dish type 8” (3018) (universal carborandam make) , grinder wheel dish type 8” (3018) (universal carborandam make) , grinder wheel green 150-25-16mm (3042) (universal carborandam make) , l.p. gas nozzle (3807) (esab make) size-1/16” , l.p.g. gas regulator (3809) (esab make) , l.p.g. gas cutter complete (3810) (esab make) , lock tite no. 270 (4463) 250ml , lock tite no. 242 (4415) 250ml , lock tite no. 638 (4414) 250ml , m seal (3052) , old dhoti (1273) , oxygen gas regulator (3526) (esab make) , pipe wrench 12” (1237) (taparia/inder/venus/bosch/mirinda , power heak saw blade (2942)(mirinda make) width-1.5” length-18” , pvc pipe 1” (2185) (transparent type make) , r. hose pipe 1” (4441) (euroflex make) steel wire braided steam, high temperature use-350 dig. celcuis , red lead (3048) ( diwaldi make) , rubber hose pipe ¾” (3819) (eurofles make) steel wire braided steam, high temperature use-350 dig. celcuis , rubber hose pipe for gas (4128) (esab make) , split pin ¼ x 2” (2985) (champion make) , split pin 3/16” x 2” (2984) ( champion make) , tap set 5/8” (5918) (totem make) , tool bits ¼” x4” (3004) (mirinda s 400 make) , tool bits ½” x 3” (3007) (mirinda s 400 make) , tool bits ½” x 4” (3008) (mirinda s 400 make) , tool bits ¾” x 6” (3009) (mirinda s 400 make) , tool bits ¾” x 8” (4347) (mirinda s 400 make) , u clamp (4180) ¾” heavy duty , u clamp for dry sheet (3898) ½” heavy duty , welding cable (1989) (esab/dunlop make) 600 amp., cooper wire , welding goggles (1987) , welding holder (2003) (esab make) 1000 amp., cooper wire , welding screen (1994) , white lead (3049) 1001 , wire rope ½” (6189) (usha/martin make) heavy duty at crane use, 25 ton capacity, steel core (with test certificate) , high carbon spring steel flate (2217) (75mmx10mm) , m s round 1” (2223) , m s square rod 1” (2230) , m s flate 50mmx 5 mm (6043) , m s round 2” (3399) , m s round 3” (2228)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Cooperative No of Bidders 3
Haryana View Result →
16.
Railways #11434048 AOC
Supply Of h.h.h.t bolt m8 x 1.25mm pitch x 35mm , h.h.h.t bolt m8 x 1.25mm pitch x 35mm long full thread (tvs/gwk/unbrako/unb make only) and suitable spring washer 01 no., flat washer 01 no. and suitable nut 01 no. as one set, grade -8.8/10.9. [ warranty period: 18 months after the date of delivery ] ] , h.h.h.t bolt m8 x 1.25mm pitch x 20mm long full thread ( tvs/gwk/unbrako/unb make only) and suitable spring washer 01 no., flat washer 01 no. and suitable nut 01 no. as one set, grade -8.8/10.9. [ warranty period: 18 months after the date of delivery ] ] , h.h.h.t bolt m8 x 1.25mm pitch x 15mm long full thread (tvs/gwk/unbrako/unb make only) and suitable spring washer 01 no., flat washer 01 no. and suitable nut 01 no. as one set, grade -8.8/10.9. [ warranty period: 18 months after the date of delivery ] ] , h.h.h.t bolt m8 x 1.25mm pitch x 45mm long full thread (tvs/gwk/unbrako/unb make only) and suitable spring washer 01 no., flat washer 01 no. and suitable nut 01 no. as one set, grade -8.8/10.9. [ warranty period: 18 months after the date of delivery ] ] , hex head with groove cutting galvanized m8 bolts of sizes 20mm with hex nut and 01 no. each flat and spring washers. (tvs/ gkw/unbrako/u nb make only.) [ warranty period: 18 months after the date of delivery ] ] , socket head cap screw- hitensile - m8 x 1.25mm pitch x 60mm long full thread (tvs/gwk/unbrako/unb make only) and suitable spring washe r 01 no., flat washer 01 no. as one set [ warranty period: 18 months after the date of delivery ] ]
Contract Date: Jul 01, 2026 Contract Value : ₹ 16,805
Government Departments No of Bidders 1
Tamil Nadu View Result →
17.
Housing Urban and Rular Development #11432190 Price Bid
Tender for 2.6.1Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sq M On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. - All Kinds Of Soil , 2.25Filling Available Excavated Earth (Excluding Hard Rock/Ordinary Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. , 2.27Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. , 4.1.4 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1 :2:4 (1 Cement : 2 Coarse Sand (Zone-Ill) Derived From Natural Sources : 4 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , 4.1.8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mmnominal Size) , 4.17Making Plinth Protection 50 Mm Thick Of Cement Concrete 1 :3:6 (1 Cement : 3 Coarse Sand (Zone-Ill) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. , 5.1.2 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level [ 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii): 3 Graded Stone Aggregate 20 Mm Nominal Size) ] , 5.33.1.1 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana I Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate I Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Upto Plinth Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , 5.33.2.1 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana I Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate I Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , 5.22.6Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , 5.9.1Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Foundations, Footings, Bases For Columns , 5.9.5Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 5.9.21Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers With Water Proof Ply 12 Mm Thick , 6.1.2Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 7.1.1Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1 :6:12 (1 Cement: 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With : Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 8.14.4.1Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1 :2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) :White Sand Stone - Exposed Face Machine Cut And Table Rubbed With Rough Backing. 70 Mm Thick , 8.25.1Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 40 Mm Thick , 8.25.4Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 12 Mm Thick , 10.16.1Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubes , 10.25.1Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. In Stringers, Treads, Landings Etc. Of Stair Cases, Including Use Of Chequered Plate Wherever Required, All Complete , 11.41.2Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , 12.34Providing Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Fibre Glass Wool Conforming To Is : 8183, Density 24Kg I M3, 50 Mm Thick, Wrapped In 200 G Virgin Polythene Bags, Fixed To Ceiling With Metallic Cleats (50X50x3 Mm)@ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , 12.50Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , 12.51.1 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Ridges Plain (500 - 600Mm) , 12.51.2 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Flashings/ Aprons.( Upto 600 Mm) , 12.51.6 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Gutter (600 Mm Over All Girth) , 13.50.2Applying Priming Coat: With Ready Mixed Aluminium Primer Of Approved Brand And Manufacture On Resinous Wood And Plywood , 13.50.3Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/ Steel Works , 13.62.1 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , 13.68.1French Spirit Polishing :Two Or More Coats On New Works Including A Coat Of Wood Filler , 16.69 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer In-Charge (Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment). (Precast cement concrete Kerb Stone Shall Be Approved By Engineer-In-Charge). , 16.92Providing And Fixing 10X10x7.50 Cm Granite Stone Block Hand Cut And Chisel Dressed On Top, For Paving In Floors, Drains Etc. Laid Over 20 Mm Thick Base Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints 10 Mm Wide Filled With Same Mortar Including Ruled Pointing Etc. Complete As Per Direction Of Engineer-In-Charge. , 1-2Excavationinfoundationfor Retaining,Breastwallsetc, Inall Typesofsoils And Rocks Includingall Lead, Lift Anddisposal Of Surplusmaterial Asper Direction Of Engineer- In- Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , 1-4 Randomrubblestonemasonry Laid In1:6Cement Andsandmortar, In Breastwalls,Retainingwalls,Parapets,Scuppers,Etc. Includingsupplyofall Material, Labour, T&Pand Royaltiies Etc. Complete As Per Drawingand Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , 1-3 Randomrubblestonemasonry Laiddry, Inbreastwalls, Retainingwalls, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Completeasper Drawingand Technical Specificationsclauses702, 704, 1202 & 1203 Of Mord Specifiction , 1-5 Handpackedstonefillinginbackofwallls Includingcostofallmaterials, Royality,T&Petc.Completeasperdirectionofengineer-In-Charge. (Asper Pwd Uttarakhand Specifications) , 2-2Concretewithcement, Coarsesandand40mmgaugestoneballast In Proportion1:4:8 In Foundationsand Floors Includingsupplyof Allmaterial, Labour Andt&Petc. Required For Proper Completionof Thework. Asper Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , 3-7Removal Of Unsuitable Soil With Disposal Upto 1000 M Removal Of Unsuitable Soil Including Excavation, Loading And Disposal Upto 1000 M Lead But Excluding Compaction Ground Supporting Embankment Subgradereplacement By Suitable Soil, Which Shall Be Paid Separately As Per Clause 303.5.2As Per Technical Specification Clause 302.3.11 , 12-9Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing & Supplying Of 25W Self Ballasted Led , Providing & Supplying Of Decorative Lighting Pole Of 4M , Providing & Fixing Of Aayush Wellness Based Signages/Boards Including Vertical Pole & Ms Sheet , Providing & Fixing Of Aayush Wellness Based 3D Paintings With Pop Texture Including Texture Paint
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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18.
Housing Urban and Rular Development #11432178 Price Bid
Tender for Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , Removal Of Unsuitable Soil With Disposal Upto 1000 M Removal Of Unsuitable Soil Including Excavation, Loading And Disposal Upto 1000 M Lead But Excluding Compaction Ground Supporting Embankment Subgrade Replacement By Suitable Soil, Which Shall Be Paid Separately As Per Clause 303.5.2 As Per Technical Specification Clause 302.3.11 , Concrete With Cement, Coarse Sand And 40 Mm Gauge Stone Ballast In Proportion 1:4:8 In Foundations And Floors Including Supply Of All Material, Labour And T&P Etc. Required Forproper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Random Rubble Stone Masonry Laid Dry, In Breast Walls, Retaining Walls, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Hand Packed Stone Filling In Back Of Wallls Including Cost Of All Materials, Royality, T&P Etc. Complete As Per Direction Of Engineer-In- Charge. (As Per Pwd Uttarakhand Specifications) , Providing Weepholes In Brick Masonry/Stone Masonry, Lain / Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Excavation In Hilly Areas In Ordinary Rock By Mechanical Means Not Requiring Blasting (With Out Dozer) Excavation In Hilly Area In Ordinary Rock Not Requiring Blasting By Mechanical Means Without Using Dozer Including Cutting And Trimming Of Slopes And Disposal Of Cut Material With A Lift Upto 1.5 M And Lead Upto 20 M As Per Clause 1603.2. , Providing And Laying Of Stone Set Pavement Over 2.5 Cm Thick Bedding Layer Of Plain Cement Concrete 1:2:4 Which Shall Further Be Placed Over 10 Cm Thick Dry Stone Kharanja Or Crushed Stones Base Over A Prepared Subgrade As Per Drawings And Technical Specifications. The Size Of Stones Shall Not Be Less Than 20Cm X 20Cm And Thickness Of Stones Shall Vary From 10Cm To 15 Cm. The Work Includes Filling Of Joints With Plain Cement Concrete 1:2:4 As Per The Standard Drawings And Instructions Of The Engineer-In-Charge. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 And For All Lift. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : 6.4.1 Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 (1 Cement: 6 Fine Sand) - Outer Plaster , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : 13.41.1 New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete.Hot Finished Seamless Type Tubes , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. In Stringers, Treads, Landings Etc. Of Stair Cases, Including Use Of Chequered Plate Wherever Required, All Complete , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggreentrance Gate 20 Mm Nominal Size Derived From Natural Sources) , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggreentrance Gate 20 Mm Nominal Size) Upto Plinth Level With : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggreentrance Gate 20 Mm Nominal Size Derived From Natural Sources) , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Columns, Pillars, Piers, Abutments, Posts And Struts , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers With Water Proof Ply 12 Mm Thick , Random Rubble Masonry With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like. Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Pointing On Stone Work With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) : Raised And Cut Pointing , Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 12 Mm Thick , French Spirit Polishing : Two Or More Coats On New Works Including A Coat Of Wood Filler , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50Mm (Base Metal Of Minimum 0.45Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Fibre Glass Wool Conforming To Is : 8183, Density 24Kg / M3, 50Mm Thick, Wrapped In 200 G Virgin Polythene Bags, Fixed To Ceiling With Metallic Cleats (50X50x3 Mm) @ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50Mm (Base Metal Of Minimum 0.45Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Ridges Plain (500 - 600Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50Mm (Base Metal Of Minimum 0.45Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Flashings/ Aprons.( Upto 600 Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50Mm (Base Metal Of Minimum 0.45Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Gutter (600 Mm Over All Girth) , Manufacturing, Supplying And Fixing Retro Reflective Sign Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity Encapsulated Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iv Of Astm-D 4956-01 In Blue And Silver White Or Other Colour Combination Including Subject Matter, Message (Bi-Lingual), Symbols And Borders Etc. As Per Irc ; 67:2001, Pasted On Substrate By An Adhesive Backing Which Shall Be Activated By Applying Heat And Pressure Conforming To Class -2 Of Astm-D-4956-01 And Fixing The Same With Suitable Sized Aluminium Alloy Rivets @ 20 Cm C/C To Back Support Frame Of M.S. Angle Iron Of Size 25X25x3 Mm Along With Theft Resistant Measures, Mounted And Fixed With 2 Nos. M.S. Angles Of Size 35X35x5 Mm To A Vertical Post Made Up To M.S. Tee Section Ismt 50X50x6 Mm Welded With Base Plate Of Size 100X100x5 Mm At The Bottom End And Including Making Holes In Pipes, Angles Flats, Providing & Fixing M.S. Message Plate Of Required Size, Steel Work To Be Painted With Two Or More Coats Of Synthetic Enamel Paint Of Required Shade And Of Approved Brand & Manufacture Over Priming Coat Of Zinc Chromate Yellow Primer (Vertical Ms-Tee Support To Be Painted In Black And White Colours).Backside Of Aluminium Sheet To Be Painted With Two Or More Coats Of Epoxy Paint Over And Including Appropriate Priming Coat Including All Leads And Lifts Etc. Complete As Per Drawing, Specification And Direction Of Engineer-In-Charge. 16.59.1 Mandatory/ Regulatory Sign Boards Of 900 Mm Diametre With Support Length Of 3750 Mm , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. 2.6.1 All Kinds Of Soil , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M , Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos / Lindane E.C. 20% With 1% Concentration , Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand (Zone - Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth , Providing And Fixing Plain Lining With Necessary Screws/Nuts & Bolts/ Nails, Including A Coat Of Approved Primer On One Face, And Fixed On Wooden /Steel Frame Work, Complete As Per Direction Of Engineer-In- Charge (Frame Work Shall Be Paid For Separately). 12 Mm Thick Commercial Ply Conforming To Is : 1328 Bwr Type , Providing Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Fibre Glass Wool Conforming To Is : 8183, Density 24Kg / M3, 50Mm Thick, Wrapped In 200 G Virgin Polythene Bags, Fixed To Ceiling With Metallic Cleats (50X50x3 Mm) @ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Providing And Fixing Of External Wall System On Light Gauge Steel Frame Work With Outer Face Cement Boards As Per Standard Sizes Fixed With Self-Drilling / Taping Screws / Fasteners @ 60 Cm C/C Of Approved Make. A Groove Of 2 Mm To 3 Mm Shall Be Maintained And Grooves Shall Be Sealed With Silicon Based Sealant. The Board Shall Be Fixed In A Staggered Pattern. Screws Shall Be Of Counter Sunk Rib Head Of 1.60 Mm To 4 Mm Thick Or 8 To 10 Gauge Of Length Varying From 25 To 45 Mm And. Internal Face 12.5 Mm Thick Gypsum Plaster Board Fixed On Cement Board As Per Standard Sizes Fixed With Self- Drilling / Taping Screws / Fasteners @ 60Cm C/C Of Approved Make, Proper Taping And Jointing To Be Done Using Fiber Mesh Tape And Epoxy And Acrylic Based Jointing Compound For Seamless Finish.(Cost Of Frame Work To Be Paid For Separately) Outer Face- Outer Face Having 6 Mm Thick Fiber Cement Board Type A, Category-Iv As Per Is:14862:2000 Fixed On 9 Mm Thick Fiber Cement Board, Type A, Category-Iv As Per Is:14862:2000 (High Pressure Steam Cured) Inner Face- 12.5 Mm Thick Gypsum Plaster Board Conforming To Is 2095:2011 Fixed On 8 Mm Thick Fibre Cement Board Of Type B, Category-Iii As Per Is:14862:2000 (High Pressure Steam Cured) , Providing And Fixing Internal Wall Panels On Light Gauge Steel Frame Work With 12.5 Mm Thick Gypsum Plaster Board Conforming Is 2095:2011 Fixed On Cement Board As Per Standard Sizes Fixed With Self-Drilling / Taping Screws / Fasteners @ 60 Cm C/C Of Approved Make, Screws Shall Be Of Counter Sunk Rib Head Of 1.60 Mm To 4 Mm Thick Or 8 To 10 Gauge Of Length Varying From 25 To 45 Mm. Proper Taping And Jointing To Be Done Using Fiber Mesh Tape And Epoxy And Acrylic Based Jointing Compound For Seamless Finish.(Cost Of Frame Work To Be Paid For Separately Cement Fiber Board 8 Mm Thick Of Type B, Category Iii As Per Is 14862:2000 (High Pressure Steam Cured) , Providing And Fixing In All Exterior Face Panels Breathable Vapour Barrier Underneath The Cement Fiber Board As Per National Building Code 2009 Complete As Per Direction Of Engineer-In-Charge. , Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular/ L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 10.15.1 Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of cement concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size , Providing And Fixing Pressed Steel Door Frames Conforming To Is: 4351, Manufactured From Commercial Mild Steel Sheet Of 1.60 Mm Thickness, Including Hinges, Jamb, Lock Jamb, Bead And If Required Angle Threshold Of Mild Steel Angle Of Section 50X25 Mm, Or Base Ties Of 1.60 Mm, Pressed Mild Steel Welded Or Rigidly Fixed Together By Mechanical Means, Including M.S. Pressed Butt Hinges 2.5 Mm Thick With Mortar Guards, Lock Strikeplate And Shock Absorbers As Specified And Applying A Coat Of Approved Steel Primer After Pre-Treatment Of The Surface As Directed By Engineer In-Charge: Profile B Fixing With Carbon Steel Galvanised Dash Fastener Of Required Dia And Size (To Be Paid For Separately) , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding , Providing And Fixing Fly Proof Galvanized M.S. Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia 0.63 Mm All Complete. With 12 Mm Mild Steel U Beading (Mosquito Jali). , Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 10.30.1 4.0 Mm Thick Glass Panes , Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete (Copper Oxidised As Per Is 1378) - 125 Mm , Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, (Barrel Type) With Necessary Screws Etc. Complete (Copper Oxidised As Per Is 1378) - 250X10 Mm , Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete (Copper Oxidised As Per Is 1378) - 300X16 Mm , Providing And Fixing Isi Marked 85X42 Mm Oxidised M.S. Pull Bolt Lock Conforming To Is : 7534 With Necessary Screws Bolts, Nut And Washers Etc. Complete (Copper Oxidised As Per Is 1378). , Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour And Shade With Necessary Screws Etc. Complete. Single Rubber Stopper , Providing And Fixing Ptmt Door Catcher Of Length 72 Mm And Dia. Of 42 Mm With Suitable Washers Weighing Not Less Than 33 Gms , Providing And Laying Vitrified Tiles In Floor With Different Sizes (Thickness To Be Specified By The Manufacturer), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, In Average 6 Mm Thickness, Including Grouting Of Joints (Payment For Grouting Of Joints To Be Made Separately). Size Of Tile 600X600 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer), With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Brand & Manufacturer, In All Colours And Shade, In Skirting, Riser Of Steps, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is: 15477, In Average 6 Mm Thickness, Including Grouting Of Joints (Payment For Grouting Of Joints To Be Made Separately). Size Of Tile 600X600 Mm , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Excavating, Supplying, Stacking And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Foundation Trenches, Plinth, Sides Of Foundation Etc. Complete For All Lift. , Supplying And Filling Of Earth By Mechanical Transport Including Loading, Unloading & Stacking Beyond 5Km Upto 10Km & Beyond 10Km Upto 20Km (Including All) , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Above Plinth Level Upto Floor V Level. Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Stairs, (Excluding Landings) Except Spiral-Staircases , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry , 12 Mm Cement Plaster Of Mix: 1:6 (1 Cement: 6 Fine Sand) - Inner Plaster , Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters: 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screw , Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side /Top /Centre Hung, With Beading And All Members Such As F7d,F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Riming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, (Sectional Weight Of Only Steel Members Shall Be Measured For Payment). 10.11.1 Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of cement concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size , Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete , Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer), Of 1St Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades, Except White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sq.M Including Pointing The Joints With White Cement And Matching Pigments Etc., Complete. , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sq M Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sq M) , Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : (A) First Layer Of Slurry Of Cement @ 0.488 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg/ Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. (B) Second Layer Of Slurry Of Cement @ 0.242 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg/Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. , Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To Reinforced Cement Concrete Projections.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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19.
Housing Urban and Rular Development #11432176 Price Bid
Tender for Supply/Fixing Of Canada Pine Including Supply And Fixing T&P Etc , Providing And Fixing Flat Pressed Three Layer Particle Or Graded Plain Wood Board Medium Density Exterior Grade (Grade I) Fpt-1, Conforming And Marked To Frame, Backing Or Studding With Screws Etc. Complete (Frames, Backing Or Studding To Be Paid Separately):12Mmthick 9.17.1 , Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).Sal Wood 9.1.2 , Melamine Polishing On Wood Work (One Or More Coat) 13.114 , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : 13.46.1 New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm) , 13.80 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Providing And Laying Vitrified Tiles In Floor In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand) Jointing With Grey Cement Slurry @3.3 Kg/Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Required Thickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily. 11.41.4 , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. In Lime Mortar 15.7.3 , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead. For Thickness Of Tiles Above 25 Mm And Up To 40 Mm15.23.2 , Dismantling Tiled Roofing With Battens, Boarding Etc. Complete Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead 15.31 , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. 10.25.2 , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : 6.4.1 Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand) , 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Fine Sand) 13.1.2 , Providing And Fixing 12 Mm Thick Frameless Toughened Glass Door Shutter Of Approved Brand And Manufacture, Including Providing And Fixing Top & Bottom Pivot & Double Acting Hydraulic Floor Spring Type Fixing Arrangement And Making Necessary Holes Etc. For Fixing Required Door Fittings, All Complete As Per Direction Of Engineer-In-Charge (Door Handle, Lock And Stopper Etc.To Be Paid Separately).21.18 , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings And Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 32 Mm Nominal Dia Pipes 18.8.4 , Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick Second Class Teak Wood 9.7.1 , Providing And Fixing 35 Mm Thick Factory Made Laminated Veneer Lumber Door Shutter Conforming To Is: 14616 And Tads 15:2001 (Part B), Fixing With Butt Hinges Of Required Size With Necessary Screws, All Complete As Per Directions Of Engineer- In-Charge And Panelling With Panels Of : (Note:- Butt Hinges And Necessary Screws Shall Be Paid Separately)12 Mm Thick Pre-Laminated Particle Board (Decorative Lamination On Both Sides) Grade -1, Medium Density Flat Pressed, Three Layer Particle Board Fpt- I Or Graded Wood Particle Board Fpt- I, Conforming To Is : 3087, Bonded With Bwp Type Synthetic Resin Adhesive As Per Is : 848 And Pre-Laminated Conforming To Is : 12823, Grade 1, Type - 11 Marked. 9.6.2 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 12.50 , Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).Kiln Wood9.1.2 , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 12.51.1 , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required : 17.2.1 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid , Supply And Fixing Of Wash Basin With Vanity Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Off Towel Ring Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Toilet Paper Holde Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Hand Fauscets Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Angle Valve Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Short Body Bib Cock Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Shop Disc Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Looking Mirror Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Shower Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Towel Rack Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Wash Basin Mix Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Wall Mix Inluding Of All Material Labour T & P Etc Complete. , Supply/Fixing Of Pvc Lours Wall Panelling 6*5*5 Incuding Material Labour T&P Etc , Supply And Fixing Wooden Flooring Quotation Including Material Labour T&P Etc , Supply And Fixing Of Double Bed Rate Including Supplying And Fixing Of All Material T&P Etc Passed Trh Sukhatal , Supply And Fixing Of Dbed Head Rest 6*8Ft Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Lcd Panel Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Dressing Mirror Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Luggage Rack Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Room Chairs 2+1 Table Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Ward Robe Table Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Bed Side Table Including Supplying And Fixing Of All Material T&P Etc
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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20.
Water Resources and Irrigation #11420293 Technical Bid
Tender for Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. :In Cement Mortar. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Ssupply & Filling Of C&D Recycled Products, Recycled Aggregate 40Mm Size Including Loading, Unloading, Banking The Same And Filling Up /Ground Depressions, With All Leads And Lifts. Note : Item Will Be Paid After Submissio Of Receipt Of C&D Waste Plant Against The Quantity Supplied At Site. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. , Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete:40 Mm Thick With 20 Mm Nominal Size Stone Aggregate. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level : Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum. , Providing And Laying Rmc Of M-30 Grade By Using Minimum 350Kg Of Cement(43 Grade, Opc) Per Cum Of Concrete In Roads / Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Admixture In Recommended Proportion As Per Is9103 To Accelerate/ Retard Setting Of Concrete To Improve Workability With Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibratos, Leveling To Required Slope & Camber, Finishing By Floating & Brooming With Wire Brushes Etc. And Curing Including Making Provision For construction / Expansion, Construction Of Cross / Longitudinal Joints Of Size 10Mm Wide 50Mm Deep By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Etc. Complete, As Per Direction Of Engineer In-Charge. (Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Items).Note:- Cement Content Considered In M-30 Is @ 350 Kg/Cum. Excess/Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately M-30 Rmc By Using Minimum Cement @350 Kg/Cum. Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) Including Transportation To Site In Transit Mixer. , Providing And Fixing Red Sand Slab 40Mm Thick Over Drain. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality H D - 20 Circular Shape 560 Mm Internal Diameter. , Raising Manhole Cover And Frame Slab To Required Level Including Dismantling Existing Slab And Making Good The Damage As Required (Raising Depth Of Manhole To Be Paid Separately) :Circular Manhole 140 Cm Dia With Circular Cover 600 Mm Dia Of Grade Ehd - 35. Total
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
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21.
Public Administrative Department #11418578 AOC
Tender For To carry out various development and maintenance works in Adarsh ​​School in Ward No. 36-Providing and fixing colour coated Zincalume (R) AZ150 (min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon)coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center tocenter. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre) with COLORBOND ( R ) steel quality super durable polyester paint ( SSR Item No : 38.34 ) (PMC Bhavan ) Unique No (15655) Rate List Year (2024-2025) ITEM NO : 2 Providing and fixing partition of welded mesh of 3 mm dia. wires 50 mm x 25 mm size mesh including integrated non teak seasoned wood frame 80 x 50 mm of vertical and horizontal scantling and finishing with oil painting 3 coats etc. complete ( SSR Item No : 39.27 ) (PMC Bhavan ) Unique No (15701) Rate List Year (2024-2025) ITEM NO : 3 Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangements and painting in three coats of oil paint of approved colour and shade etc. complete.(weight 18 Kilogram. to 20 Kilogram. Per Sq.m.) Spec.Number: As directed by Engineer- in-charge. ( SSR Item No : 23.09 ) (PMC Bhavan ) Unique No (15305) Rate List Year (2024-2025) ITEM NO : 4 Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. ( SSR Item No : 23.01 ) (PMC Bhavan ) Unique No (15297) Rate List Year (2024-2025) ITEM NO : 5 Oil paint glass finish : Providing and applying two coats of oil paint glass finish bituminious paint of approved colour to new structural steel work and iron work in buildings including scaffolding if necessary, cleaning and preparing the surface etc. complete ( SSR Item No : 63.2 ) (PMC Bhavan ) Unique No (16692) Rate List Year (2024-2025) ITEM NO : 6 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. ( SSR Item No : 26.33 ) (PMC Bhavan ) Unique No (15352) Rate List Year (2024-2025) ITEM NO : 7 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. ( SSR Item No : 27.01 ) (PMC Bhavan ) Unique No (15370) Rate List Year (2024-2025) ITEM NO : 8 Providing internal cement plaster 20mm. thick in Single coats cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. ( SSR Item No : 32.08 ) (PMC Bhavan ) Unique No (15443) Rate List Year (2024-2025) ITEM NO : 9 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. SSR Item No : 32.11 ) (PMC Bhavan ) Unique No (15444) Rate List Year (2024-2025) ITEM NO : 10 Providing and laying matt finish ceramic tiles of having size 30 cm 30 cm confirming to I.S.15622/2006 (group D II-A) and 7 to 8 mm thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white/colour cement slurry cleaning curing etc. complete. SSR Item No : 33.24 ) (PMC Bhavan ) Unique No (15492) Rate List Year (2024-2025) ITEM NO : 11 Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. SSR Item No : 33.25 ) (PMC Bhavan ) Unique No (15493) Rate List Year (2024-2025) ITEM NO : 12 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/Running metre. and window frame bottom track sect ion 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/Running metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box. SSR Item No : 39.37 ) (PMC Bhavan ) Unique No (15711) Rate List Year (2024-2025) ITEM NO : 13 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete. NOTE: For Item Number 15 to 18 prior approval of Superintending Engineer will be necessary ( SSR Item No : 35.26 ) (PMC Bhavan ) Unique No (15576) Rate List Year (2024-2025) ITEM NO : 14 Wall Painting art work : painting artistic work on any type of surface and at any height using scaffolding with skilled artists as per the instructions of site incharge.measurement will be as per actual max.size of art.rate for background apex paint and lettring will be paid seperately ( SSR Item No : 63.4 ) (PMC Bhavan ) Unique No (16694) Rate List Year (2024-2025) ITEM NO : 15 painting various letters /sentences in any languages on any surface using weather shield paint from skilled painter upto 10feet ht.from existing grond level.for measurements minimum height of letter will be considered.background paint if required will be paid seperately ( SSR Item No : 63.5 ) (PMC Bhavan ) Unique No (16695) Rate List Year (2024-2025) ITEM NO : 16 Providing and fixing 12 mm thick waterproof plywood ( durian ucotech greenply, mars (marsgold 100% garjan), euro, orchid, century with phenol bonded etc (ISI) ) ( SSR Item No : 62.11 ) (PMC Bhavan ) Unique No (16542) Rate List Year (2024-2025) ITEM NO : 17 Providing and fixing 19 mm thick waterproof plywood ( durian ucotech greenply, mars (marsgold 100% garjan), euro, orchid, century with phenol bonded etc (ISI) ) ( SSR Item No : 62.12 ) (PMC Bhavan ) Unique No (16543) Rate List Year (2024-2025) ITEM NO : 18 Laminates sheets 1 mm thick : Providing and fixing laminates sheets as per company specification and fix it with fevicol – Recommended companies- formica, Royal touch, Marino , Green lam , Euro. ( 1 mm thick laminates sheets ) ( SSR Item No : 62.23 ) (PMC Bhavan ) Unique No (16566) Rate List Year (2024-2025) ITEM NO : 19 Providing and fixing 15 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. SSR Item No : 41.40 ) (PMC Bhavan ) Unique No (15815) Rate List Year (2024-2025) ITEM NO : 20 Providing & fixing 1/2”,1/4”to 1” tk Teakwood leaping patti including polishing etc completed. SSR Item No : 62.27 ) (PMC Bhavan ) Unique No (16570) Rate List Year (2024-2025) ITEM NO : 21 Providing & fixing 3” 5” size Aluminum Brackets/Runners as per site in charge instructions etc. completed.(Including all necessaryFittings) SSR Item No : 62.28 ) (PMC Bhavan ) Unique No (16571) Rate List Year (2024-2025) ITEM NO : 22 Providing & fixing all Furniture hardware as per site in charge instructions Including all brass hardware fittings. ( 3” to 5”sizes ) Hinges SSR Item No : 62.29-A ) (PMC Bhavan ) Unique No (16572) Rate List Year (2024-2025) ITEM NO : 23 Providing & fixing all Furniture hardware as per site in charge instructions Including all brass hardware fittings. ( 3” to 5”sizes ) . Handles SSR Item No : 62.29-B ) (PMC Bhavan ) Unique No (16573) Rate List Year (2024-2025) ITEM NO : 24 Providing & fixing all Furniture hardware as per site in charge instructions Including all brass hardware fittings. ( 3” to 5”sizes ) . Locks (For cupboards & wardrobes) SSR Item No : 62.29-C ) (PMC Bhavan ) Unique No (16574) Rate List Year (2024-2025) ITEM NO : 25 Providing & fixing all Furniture hardware as per site in charge instructions Including all brass hardware fittings. ( 3” to 5”sizes ) . Rubber roller (Heavy Duty) SSR Item No : 62.29-D ) (PMC Bhavan ) Unique No (16575) Rate List Year (2024-2025) ITEM NO : 26 Curtains Providing clothes for curtain of Bombay Dyeing/Binni/Mafatlal etc brands, stitching as per required size with Frill (Zaller) & fixing at required places ( including rings ) Note:-Measurement would be taken as per actual length of window& default width ( i.e . 48” panha). Curtain (Material Synthetic Clothes & cost of clothes starting from Rmt Rs 250/- onwards) SSR Item No : 62.30-B ) (PMC Bhavan ) Unique No (16577) Rate List Year (2024-2025) ITEM NO : 27 Stainless Steel Pipe curtain rod . Providing & fixing of SS pipe curtain rods including Brackets as per site in charge instructions & all necessary Fittings etc. completed SSR Item No : 62.31-A ) (PMC Bhavan ) Unique No (16578) Rate List Year (2024-2025) ITEM NO : 28 Providing and fixing coloured glazed earthenware lipped flat back/corner type urinal with PVC 5 liters flushing cistern with fittings,capacity with fittings, inlet pipe and stop tap, brackets for fixing the cistern, P.V.C. flush pipe with fittings including lead soil pipe, lead trap and soil pipe connection up to the outside face of the wall. SSR Item No : 41.61 ) (PMC Bhavan ) Unique No (15836) Rate List Year (2024-2025) ITEM NO : 29 Providing and fixing Orissa type white glazed earthenware water closet pan of size 260mm x 440mm x 580mm with approved make Slim wall hung cistern with installation kit including S or P trap with cast iron soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc.complete. SSR Item No : 48.42 ) (PMC Bhavan ) Unique No (16111) Rate List Year (2024-2025) ITEM NO : 30 PVC Carpet Providing 1.5 mm thick pvc carpet of approved design n color & fixing at site as per site in charge instructions etc. completed.Note: - Dimensions would be considered as per actual carpet size fixed at site. SSR Item No : 62.33 ) (PMC Bhavan ) Unique No (16581) Rate List Year (2024-2025) ITEM NO : 31 Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. SSR Item No : 35.23 ) (PMC Bhavan ) Unique No (15573) Rate List Year (2024-2025) ITEM NO : 32 Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. SSR Item No : 35.12 ) (PMC Bhavan ) Unique No (15563) Rate List Year (2024-2025) ITEM NO : 33 Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. SSR Item No : 36.11 ) (PMC Bhavan ) Unique No (15587) Rate List Year (2024-2025) ITEM NO : 34 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete SSR Item No : 46.19 ) (PMC Bhavan ) Unique No (16026) Rate List Year (2024-2025)
Contract Date: Feb 28, 2026 Contract Value : ₹ 20.86 Lakh
Local Bodies No of Bidders 6
Maharashtra View Result →
22.
Public Administrative Department #11417771 Price Bid
Providing Civil Works In Ward No.14 Kalbhor Nagar, Moannagar And Other Areas (Year 2025-26)-Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. One Number : As directed by Engineer-in-charge. Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, f oundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec. No.: Bd.F.17, Page No. 306 Ground Floor Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means Removing and Transporting of excavated / demolished material within PCMC limit including loading, unloading, stacking the material as directed by Engineer-in-charge etc. complete. (For Lead 10.0 Km). Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with WITHOUT SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:2:4 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:2:4 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer without SCADA with fine agreegates of required specifications (Crushed sand VSI grade ) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material Granular Sub Base Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (Note- As per circular issued by Hon. city engineer PCMC , vide civil/CE/TS/23/16/2023.Date 21/04/2023 .Rate is reducedby 20% as material brought from PCMCs C and waste processing plant.) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Note- As per circular issued by Hon. City Engineer, PCMC vide circular no.Civil/CE/TS/23/16/2023 Dated 21/04/2023, rate is reduced to 20% as material is to be brought from C and D work processing plant Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shadeetc. complete. Ground Floor Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel st anchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Lift 0.0 to 3.8 M Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. PARDI of required thickness including centering, formwork, cover blocks, laying/pumping ,compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With Crushed sand VSI Grade. Spec. no.:- Bd.F.11 Page No. 304 and B.7, Page No. 38 Ground Floor Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete Lift 0.0 to 3.8 M Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete. Providing waterproof plaster in W.C. and bath 20 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing (and filling joints of Nahani trap and any outlet by properly) etc. complete. Removing the tar or coba and disposing of the material as directed etc. complete. Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering to 10 Square Metre Kilogram with two coat using approved chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. Ground Floor Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Ground Floor Lift 0.0 to 3.8 M Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. Providing and laying ceramic tiles having size 30 cm. x 45 cm. confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. Providing and applying two coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. Providing and applying two coats (exterior quality) of flat oil paint of approved colour and shade to the plastered surface in buildings and workshops including scaffolding if necessary, cleaning the surface and preparing surface etc. complete. (excluding primer coat) Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. Ground Floor Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. Ground Floor Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950- 1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension ?63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/One Running Metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 etc
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 8
Maharashtra View Result →
23.
Public Administrative Department #11417770 Price Bid
Doing Civil Related Works In Akurdi Areas At Ward No.14 (For The Year 2025-26)-Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Removing and Transporting excavated / demolished material within PCMC limit including loading, unloading, stacking the material as directed by Engineer-in-charge etc. complete. (For Lead 10.0 Km). Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:2:4 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ Ready Mix cement concrete M-20 of trap / granite quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate Crushed sand VSI Grade) Providing fly ash brick masonry with conventional / S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. Providing fly ash brick masonry with conventional/ S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete Lift 0.0 to 3.8 M Providing leak proof treatment by Injection grouting method to old floor without removing tiles of W.C., bath, with cement sand proportion of 1:1.5 and waterproofing compound at 2 Kilogram/bag of cement mixed in 35 liters of water including drilling holes in required position grouting with above mixed solution and ceiling etc. complete. Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete. Gound Floor Providing waterproof plaster in W.C. and bath 20 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing (and filling joints of Nahani trap and any outlet by properly) etc. complete. Granular Sub Base Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (Note- As per circular issued by Hon. city engineer PCMC , vide civil/CE/TS/23/16/2023.Date 21/04/2023 .Rate is reducedby 20% as material is brought from PCMCs C and waste processing plant.) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material Removing the tar or coba and disposing of the material as directed etc. complete. Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 Square Metre /Kilogram with two coat using approved chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. Ground Floor Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Ground Floor Lift 0.0 to 3.8 M Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. Ground floor Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. Ground Floor Providing and laying ceramic tiles having size 30 cm. x 45 cm. confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete. Providing and fixing 1.5 mm thick polyvenyl venyl chloride flooring including leveling the base with white cement including pasting with appropriate material cleaning the surface etc. complete Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in requiredposition laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete. Ground Floor Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of to 10 mm thickness and confirming to IS. 15622-2006 group Bla) of approved make, shade and pattern for dado and skirting in required position fixed in 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete Ground Floor Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete. Ground Floor Providing and laying Antiskid Ceramic tiles of approved quality of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. Providing and applying melamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polish , scaffolding if required etc. complete. Note:The work to be executed on prior approval Superintending Engineer will be necessary. Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. Providing and laying chequered tiles of approved quality of size 30 cm x 30 cm, confirming to corresponding S. for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. Providing and applying two coats (exterior quality) of flat oil paint of approved colour and shade to the plastered surface in buildings and workshops including scaffolding if necessary, cleaning the surface and preparing surface etc. complete. (excluding primer coat) Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. Ground Floor Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. Ground Floor Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. Ground Floor Providing and applying external raincoat painting with crack filling acrylic polymer based chemical compound coating to the external surface of walls to prevent water seepage in the masonry walls during monsoon added with required shade Steiner to give required shade to the surface in two coats. Including providing three coat of priming of polymer base primer including preparing surface scrapping the existing loose old paint, removing loose particles of sand on the surface opening and cleaning the cracksdeveloped in the external plaster, removing loose particles by chiseling, filling cracks by chemicals compound of approved make with proper penetration etc. Coating of Raincoat with the help of brush and as per instructions and specification given by manufacturer and with instruction from Engineer in- charge. Work shall be executed by certified applicator only and covering gurantee of 3 years on court stamp paper of Rs. 500/- and necessary testing etc. complete. Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Lift 0.0 to 3.8 M Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not lessthan 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of vertical channels be 100 mm enclosed gate position and clear space of 150 mm between two sets of crossingswith hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983). Providing and fixing fiber glass reinforced polyster door shutter 30 mm thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etc complete Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, oil painting two coats complete. Providing and fixing mild steel grill railing 20 Kilogram/sq.m with teak wood hand rail of size 75mm x 60 mm.and sill of 75mm.x 25 mm.and newel posts for staircases, including fabricating, fix-tures, erecting, painting the grill work with one coat of anti- corrosive paint and two coats of oil painting with approved colour and polishing the sill, hand rail and the newel post with french polish. Providing and fixing 40mm diameter and 1.5 mm thick Stainless steel hand railing in S.S.304 Grade including etc
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 6
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24.
Water Resources and Irrigation #11415521 Technical Bid
Tender for Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. :In Cement Mortar. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Supply & Filling Of C&D Recycled Products, Recycled Aggregate 40Mm Size Including Loading, Unloading, Banking The Same And Filling Up /Ground Depressions, With All Leads And Lifts.Note : Item Will Be Paid After Submissio Of Receipt Of C&D Waste Plant Against The Quantity Supplied At Site , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. , Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete:40 Mm Thick With 20 Mm Nominal Size Stone Aggregate. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level : Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum. , Providing And Laying Rmc Of M-30 Grade By Using Minimum 350Kg Of Cement(43 Grade, Opc) Per Cum Of Concrete In Roads / Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Admixture In Recommended Proportion As Per Is9103 To Accelerate/ Retard Setting Of Concrete To Improve Workability With Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibratos, Leveling To Required Slope & Camber, Finishing By Floating & Brooming With Wire Brushes Etc. And Curing Including Making Provision For construction / Expansion, Construction Of Cross / Longitudinal Joints Of Size 10Mm Wide 50Mm Deep By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Etc. Complete, As Per Direction Of Engineer In-Charge. (Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Items).Note:- Cement Content Considered In M-30 Is @ 350 Kg/Cum. Excess/Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately M-30 Rmc By Using Minimum Cement @350 Kg/Cum. Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) Including Transportation To Site In Transit Mixer. , Providing And Fixing Red Sand Slab 40Mm Thick Over Drain. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality H D - 20 Circular Shape 560 Mm Internal Diameter. , Raising Manhole Cover And Frame Slab To Required Level Including Dismantling Existing Slab And Making Good The Damage As Required (Raising Depth Of Manhole To Be Paid Separately) :Circular Manhole 140 Cm Dia With Circular Cover 600 Mm Dia Of Grade Ehd - 35. Total
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
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25.
Water Resources and Irrigation #11415520 Technical Bid
Tender for Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. :In Cement Mortar. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Supply & Filling Of C&D Recycled Products, Recycled Aggregate 40Mm Size Including Loading, Unloading, Banking The Same And Filling Up /Ground Depressions, With All Leads And Lifts Note : Item Will Be Paid After Submissio Of Receipt Of C&D Waste Plant Against The Quantity Supplied At Site. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. , Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete:40 Mm Thick With 20 Mm Nominal Size Stone Aggregate. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level : Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum. , Providing And Laying Rmc Of M-30 Grade By Using Minimum 350Kg Of Cement(43 Grade, Opc) Per Cum Of Concrete In Roads / Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Admixture In Recommended Proportion As Per Is9103 To Accelerate/ Retard Setting Of Concrete To Improve Workability With Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibratos, Leveling To Required Slope & Camber, Finishing By Floating & Brooming With Wire Brushes Etc. And Curing Including Making Provision For construction / Expansion, Construction Of Cross / Longitudinal Joints Of Size 10Mm Wide 50Mm Deep By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Etc. Complete, As Per Direction Of Engineer In-Charge. (Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Items).Note:- Cement Content Considered In M-30 Is @ 350 Kg/Cum. Excess/Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately M-30 Rmc By Using Minimum Cement @350 Kg/Cum. Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) Including Transportation To Site In Transit Mixer. , Providing And Fixing Red Sand Slab 40Mm Thick Over Drain. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality H D - 20 Circular Shape 560 Mm Internal Diameter. , Raising Manhole Cover And Frame Slab To Required Level Including Dismantling Existing Slab And Making Good The Damage As Required (Raising Depth Of Manhole To Be Paid Separately) :Circular Manhole 140 Cm Dia With Circular Cover 600 Mm Dia Of Grade Ehd - 35. Total
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
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26.
Defence #11392754 Technical Bid
Tender for Demolition Of Brick Work /Stone Masonry/Pcc Block Masonry Built In Cement Mortar Of Any Description Complete All As Specified And As Directed , Taking Down Cement Plaster Of Any Description Hacking For Key Or Raking Out Joint On Old Brick Work/ Stone /Concrete Surface Etc Complete All As Specified And As Directed , Demolition Of Reinforced Cement Concrete (Reinforcement Cut As Required To Facilitate Demolition) Of Any Description & In Any Position Not Specifically Provided For Complete All As Specified And As Directed , Dismantling Wrought Iron Or Mild Steel Work Of Any Description Not Otherwise Provided For Etc Complete All As Specified And As Directed , Dismantling Of Fencing Posts Or Struts (Wood, Steel Rcc) Any Section, Posts Embeded In Natural Ground Etc, Including Taking Out Embeded Portion And Making Good Distrubed Ground Complete All As Specified And As Directed , Dismantling Of Fencing Wire Mesh, Any Type Etc Complete All As Specified And As Directed , Demolition Of Stone Slab And Tiles Incl Backing Coat Of Any Description Or Thickness In Floors, Aprons Etc (Laid Dry Or Laid Dry And Pointed) Etc Complete All As Specified And As Directed , Demolition Of Cement Concrete And Paving Not Exc 15 Cm Thick (Below Or Above Ground Level) Complete All As Specified And As Directed. , Excavating In Post Holes (Or Similar Holes) Each Not Exceeding 0.5 Cum, Getting Out, Returning, Filling In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25Cm, Watering, And Removing Surplus Soil To A Distance N Exc 50M And Making Good Surfaces In Soft/Loose Soil Complete All As Specified And As Directed. , Excavating In Trenches, N Exc 1.5 M Wide And N Exc 1.5 M In Depth; For Foundation, Etc. Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Etc. N Exc 10 Sq M On Plan And N Exc 1.5 M In Depth And Getting Out In Soft / Loose Etc Complete All As Specified And As Directed , Returning, Filling In, Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exc 25 Cm. Etc Complete All As Specified And As Directed , Removing Excavated Material Exc. 250 M But N Exc. 500 M And Depositing Where Directed Et Complete All As Specified And As Directed , Material And Labour For Sand Filling Under Floors Or In Foundations Including Watering And Consolidation Under Bedding For Interlocking Tiles Etc Complete All As Specified And As Directed , Material And Labour For Reinforced Cement Concrete (Nominal Mix) Type (1:2:4) B-1 (With Using 20 Mm Graded Stone Aggregates ) As Columns, Pillars, Piers, Posts, Ftg, Etc Struts Etc Complete All As Specified And As Directed , Material And Labour For Plain Cement Concrete 1:4:8 Type D-2(With Using 40 Mm Graded Stone Aggregates) As In Foundations And Mass Concrete Etc Complete All As Specified And As Directed , Material And Labour For Providing Cement Concrete1:2:4 Type B 0 (12.50Mm Graded Stone Aggregate) In Copings, Leveling Concrete, Kerbs, Water Troughs And The Like Including Weathering, Slightly Rounded Or Chamfered Angles And Throating Complete All As Specified And As Directed , Material And Labour For Providing 25Mm Thick Precast Cement Concrete Louvres Type B-0 , 1:2:4 (With Using 12.5 Mm Graded Stone Aggregaes) Set In Cm 1:6 As And Jallies, 25Mm Thick (Measured Solid), Including All Mouldings But Excluding Frame (Pre -Cast Frame Shall Be Measured Separately And Paid For Under Item) Etc Complete All As Specified And As Directed , Material And Labour For Plain Cement Concrete 1:2:4 Type C-1, (With Using 20 Mm Grades Stone Aggregates) As In Walls Or Retaining Walls, Any Thickness, Size Or Shape Including Pilasters, Buttresses Columns, Pillars, Boundary Pillars And Posts (Including Caps And Base) Incl Form Work Etc Complete All As Specified And As Directed , Material And Labour Brickwork (Old Size Brick) With Sub Class ‘B Bricks, Straight Or Curved On Plan Exc 6M Mean Radius Built In Cement Mortar 1:4 Etc Complete All As Specified And As Directed , All As Per Item No 20 Above, But Except Brick, , Material And Labour Brickwork (Old Size Brick)With Sub Class ‘B Bricks, Straight Or Curved On Plan To Any Radius In Half Brick Thick Walls Built In Cm 1:4 Etc Complete All As Specified And As Directed , All As Per Item No 21 Above, But Except Brick, , Material And Labour For Mirror Polishing 16-18 Mm Thick Granite (Of Any Type) With High Gloss Finish Machine Cut, In Floor Etc Laid Over Cement Screed And Jointed With Grey Cement Slurry And Pointing With White Cement With Admixture Of Pigment To Match The Shade Of Granite Stone Including Grinding & Necessary Polishing & Over 15 Mm Thick Screed With 1:6 Cm Complete All As Specified And Directed. , Material And Labour For Formwork With Square / Rectangular Pillars, Posts, Struts, Piers, Columns And, Ftg Etc, Stanchions With Rough Finished Surface Of Concrete Etc Complete All As Specified And As Directed , Material And Labour Tmt Bar 10Mm Dia And Over Cut To Length Bent To Shape Required Including Cranking, Bending Spirally For Hoping For Columns Hooking Ends And Binding With & Including Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Or Securing With Clips Complete. , All As Per Item No 25 Above But 5Mm Dia And Over Upto And Including 10Mm Dia In Stirrups, Spacers And Binders Etc Complete All As Specified And As Directed , Supply And Fix Framed Work Such As Grills, Gratings, Guard Bars Etc With Ends Of Bars Shouldered And/Or Riveted, Or Forged Into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders; Framed Balusters; Walk Ways; Railing; Framework Of Water Tanks And Similar Work Conforming To Fe-290 Gde-E-165 Incl Dismantling Of Existing Mild Steel Work Work Etc Complete All As Specified And Directed. , Supply And Fix Posts And Struts As In Fencing Including Cutting Tops To Shape As Directed, Drilling Holes, Notching For Wire, Etc.; Flat Iron Fillets (For Securing Wire Mesh Etc.) Including All Necessary Drilling, Bolting Or Riveting, Etc., And Similar Work Conforming To Fe-290 Gde E-165 Etc Complete All As Specified And As Directed , Supply Only Galvanised Chain Link Fencing Of Mesh Size (75Mmx75mmx3.15Mm) Etc Complete All As Specified And As Dicected , Fixing Only Galvanised Chain Link Fencing Of Mesh Size (75Mmx75mmx3.15Mm)) Size And Any Type Of Standards, Rails, Straining Bolts, Etc. Including Provission Of Binding Wire Etc Complete All As Specified And As Directed , Supply And Fix Pvc Coated Chain Link Fencing, Size Of Mesh 75 Mmx 75 Mm Made Out Of 3.15Mm Dia Gi Wire (Conforming To Relevant Is) Excluding Thickness Of Pvc Coated , Colour As Approved, Fixed To Any Type Of Fencing Pots, Standard Rails, Straining Bolts Etc Complete All As Specified And Directed . , Supply And Fix Mild Steel Screw Bolts (Machine Made) With Hexagonal Or Spuare Heads At One End And Screwed The Other Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Square Not N.Exc 5 Cm Long And Diameter Of Shank 5 To 10 Mm Complete All As Directed , Material And Labour For Mild Steel Round Bars Fe 410W (Gde.E-250) Quality-A, 10Mm Dia And Over, Cut To Length, Bent To Shap Required Including Cranking, Bending Spirally For Hooping For Columns, Hooking Ends And Binding With And Including Mild Steel Wire (Annealed) Not Les Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And Directed. , Supply And Fix In Repair Galvanised, 2 Strand, Steel Barbed Wire 2.24 Mm Dia Barbed With 2Mm Dia Barbs At 75Mm Spacings And Straining And Fixing To Any Type Of Standard Rails Straining Bolts, Including, Securing Or Tying At Crossings With And Orovising Of Galvanised Mild Steel Wire, Staples Or Steel Pins, Etc. Complete All As Directed. (Each Line Wire Measured) , Supply And Fix In Repair Razor Blade Galvanised Concertina Coil Of 600Mm Diametre Made Out Of 2.59Mm Thick Galvanised Wire Having Weight Of Each Coil @ 15.2Kg+/-5%, Stretched To A Length Of 10 To 12 M To Achieve 950Mm Dia As In Fencing To Steel Posts And To Another Coil/Ms Ribs Including Fixing With Special Galvanised Fastners Such As J Clips, U Clips C Clips Etc, Fixed In Position Complete All As Specified And As Directed. Note: Linear Measurement(Per Rm Of Concertina Coil Of 600Mm Dia) Shall Be Measured And Paid. , Restraining And Resecuring Existing Barbed Wire Of Any Description Including Making Good Stapples Etc Complete All As Specified And Directed , Material And Labour For Machine Presssd Pre-Cast Concrete Interlocking Coloured Paving Block Of Glass Fibre Reinfoced Glossy Finished Vibro Compacted Any Shape And Size Confirming To Is-15658-2006 Of 60 Mm Thick, M-35 Grade To Match With Grey Cement And Pigment Etc Complete All As Specified And As Directed , Material And Labour For Machine Presssd Pre-Cast Concrete Interlocking Coloured Paving Block Of Glass Fibre Reinfoced Glossy Finished Vibro Compacted Any Shape And Size Confirming To Is-15658-2006 Of 80 Mm Thick, M-35 Grade To Match With Grey Cement And Pigment Etc Complete All As Specified And As Directed , Supply And Fix Exterior Grade, Coloured Glossy Finish Rubber Pressed, Cement Concrete Designer Chequered Tiles Of Size 30Cm X 30Cm X 25Mm Thick Set, Jointed And Pointed In Neat Cement Slurry With Grey Cement And Pigment To Match The Shade / Colour / Matrix Of Tiles Over 15 Mm Thick In Cm 1:6 For Laying Floor Finishes Etc Complete All As Specified And As Directed , Material And Labour For Heavy Duty Parking Tiles Size 300Mm X 300 Mm X 10 Mm Thick White Cement And Pigments Of Approved Maked Jointed With Cement Slurry And Pointed With White Cement Mixed With Pigment To Match With The Tiles Over 15 Mm Thick In Cm 1:6 For Laying Floor Finishes Etc Complete All As Specified And As Directed , Material And Labour For 100 Mm Thick Plain Cement Concrete 1:4:8 Type D2 (Using 40Mm Graded Stone Aggregate) In Foundation, Floor Etc Complete All As Specified And As Directed , Material And Labour For 75 Mm Thick Cement Concrete Type D- 2, 1:4:8 (40Mm Graded Stone Aggregate) As In Sub Base Of Flooing Etc Complete All As Specified And As Directed , Material And Labour For 100Mm Thick Plain Cement Concrete 1:2:4 Type B1 (Using 20Mm Graded Stone Aggregate )As.In Floor Finishing Even And Smooth With Out Using Extra Cement Complete All As Specified And As Directed , Material And Labour For Rubber Moulded Factory Made Pre-Cast Kerb Stones Of Cement Concrete Type B-1 1:2:4 (With Using 20Mm Graded Stone Aggregates) Fixed In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm), Including Making Drainage Opening Wherever Required Et Complete All As Specifed And As Directed. , Material And Labour For Rendering 15 Mm Thick In Cm (1:4) On Fair Faces Of Brick Work Or Concrete Surface Finsihed Even And Smooth (Without Using Extra Cement) Etc Complete All As Specified And As Directed , Material And Labour For Preparation Of Newly Plastered Surface Of Walls And Applying Two Coat Of Cement Base Paint Over A Coat Of Primer Complete All As Specified And As Directed. , Material And Labour For Comple Removal Of Existing Treatment Of Old Plastered Surface Of Wall And Applying Two Coat Of Cement Base Paint Over A Coat Of Primeretc Complete All As Specified And As Directed , Material And Labour For Preparation New Of Previously Un Treated Steel And Iron Surface Of Any Description, Over 10 Cm In Width Or Girth , Not Otherwise Described And Painting With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Etc Complete All As Specified And As Directed , Material And Labour For Preparing New Concrete Surface And Applying Two Coat Of Synthetic Enamel Paint Over A Coat Of Primer Etc Complete All As Specified And As Directed , Material And Labour For Preparing Old Concrete Surface And Applying One Coat Of Synthetic Enamel Paint Etc Complete All As Specified And As Directed
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 4
Assam View Result →
27.
Public Administrative Department #11385816 AOC
Providing Children Playing Equipments At Amaraveerula Stupam Park At Vinayak Nagar In Div No.06-1.00 Supply Delivery, Fixing Of Mgr 6 Seat Fiber ( Mgr 6 Seat Fiber L X B X H ( 5.0 Ft X 5.0 Ft X 5.0 Ft ) 6 Kid Capacity Having Material Ms Class-B Pipes 75Mm And 32Mm Dia Fabricated And Covered With Fiber Along With Pigment Paints. Handle With Stainless Steel And Colored With Powder Coated. 1.00 Supply Delivery, Fixing Of Jungle Gym ( Jungle Gym L X B X H ( 5 Ft X 6.0 Ft X 6 ½ Ft ) Having Material Ms Class-B Pipes 32Mm Dia With 1.5 Ton Capacity And Colored With Powder Coated. 1.00 Supply Delivery, Fixing Of Slide With Ladder 8 Feet ( Slide With Ladder ( G.I ) L X B X H ( 8 F Fiber Slide ) Material Ms Class-B Pipes 32Mm Dia Fabricated With G.I And Colored With Powder Coated. 1.00 Supply Delivery, Fixing Of Rainbow Ladder 10X5 Ft ( Rainbow Ladder L X B X H ( 10.0 Ft X 5.0 Ft ) Having Material Ms Class-B Pipes Ceter Pipes Is Fabricated With Seamless Bushes With Diagonal Support. The Seats Fabricated And Colored With Powder Coated. 16.50 Providing Sand For Play Equipment Area 10Mtrx11mtrs.15 4.34 Bld-Cstn-5-4- ( 42 ) : Brick Masonary 2Nd Class Ground Moulded Or Treditional Size 23X11x7 Cm In Cement Mortor 1:6 Prop Including Cost & Conveyance Of All Materials Like Cement, Sand, Bricks, Water, Etc., To Site Including All Labour Charges Like Mixing Cement Mortor, Scaffoding Charges Lift Charges , Curing Charges Etc., Complete For Finished Item Of Work 31.50 Bld-Cstn-8-2- ( 77 ) : Plastering With 12Mm Thick In Single Coat In Cm ( 1:4 ) Finished Smooth Including Cost And Conveyance Of All Materials To Site, Finishing, Curing, Scaffolding And All Operational, Incidental, Labour Charges Etc., Including Cutting Grooves Where Ever Necessary Etc., Complete For Finished Item Of Work. ( As Per Ss 903 ) . Per 1 Sqm. 1.26 Bld-Cstn-3-6 ( 23 ) -Hand Mixing Up To Plinth Level Plain Cement Concrete Nominal Mix ( 1:5:10 ) Prop ( Cement : Fine Aggregate: Coarse Aggregate ) Using 40Mm Size Hard Granite Machine Crushed Metal Including Cost And Conveyance Of All Materials Like Cement, Sand, Coarse Aggregate Water Etc., To Site , Labour Charges , For Mixing , Laying, Concrete , Ramming In 15 Cm Layers, Finishing Top Surface To The Required Level Curing Etc., Complete For Finished Item Of Work.For Foundation And Under Flooring Bed.
Contract Date: Ref. Documents Contract Value : ₹ 3.47 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
28.
Public Administrative Department #11341497 Price Bid
Supply Of Surgical Sutures , Supply Of Surgical Sutures , Absorbable Surgical Gut ( Catgut ) Chromic Size 1, 3 / 8 Circle, 63Mmneedle, Blunt Tipped Length At Least 70Cm. , Absorbable Surgical Gut ( Catgut ) Chromicsize 1-0 With Intestinal 1 / 2 Circle, Round Body Needle In Sterile Foil Pack, 30 Mm, Length 76Cm , Absorbable Surgical Gut ( Catgut ) Chromicsize 2-0 With 1 / 2 Circle Round Body Needle In Sterile Foil Pack, In Sterile Foil Pack, 20-30Mm, 76Cm.+-5 % , Absorbable Surgical Gut ( Catgut ) Chromic Size 3-0 With 1 / 2 Circle Round Body Needle In Sterile Foil Pack, 20-30Mm, 76Cm. +-5% , Absorbable Surgical Gut ( Catgut ) Chromic Size 4-0 With 1 / 2 Circle, Round Body Needle In Sterile Foil Pack, Length Atleast 70Cm. Range 12-16 Mm. , Absorbable Surgical Gut ( Catgut ) Chromic Size 4-0 With 3 / 8 Circle, Reverse Cutting Needle In Sterile Foil Pack, Needle Size 12-16Mm. Length At Least 76 Cm. , Absorbable Surgical Gut ( Catgut ) Chromic Size 4-0 With 3 / 8 Circle Cutting Needle Insterile Foil Pack 16Mm X 76Cm. Length At Least 76 Cm. , Absorbable Synthetic Suture Poly Glycolic Acid Size 1 With Needle In Sterile Foil Pack 40-45Mm 1 / 2 Circle40-45Mm 1 / 2 Circle Round Body Heavy 90Cm , Absorbable Synthetic Suture Poly Glycolic Acid Size 1 With Needle In Sterile Foil Pack 40-45Mm 3 / 8 Circle Reverse Cutting Heavy Length Of The Suture At Least 70Cm , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Havea Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 1 With Needle In Sterile Foil Pack 40-45Mm, 1 / 2 Circle Round Body Heavy 90Cm , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 1 With Needle In Sterile Foil Pack40-45Mm, Taper Cut 3 / 8 Circle Reversecutting Heavy 90 Cms. , Absorbable Synthetic Suture Polydiaxanone / Polyglyconate Size 1 With Needlein Sterile Foil Pack40-45 Mm 3 / 8 Circlereverse Cutting, Heavy 90 Cms. , Absorbable Synthetic Suturepolyglycolic Acid Size 1-0 With Needle In Sterile Foil Pack 40 Mm Taper Point 1 / 2 Circle Round Bodyheavy 90 Cms. , Absorbable Synthetic Suture.Polyglycolic Acid Size 1-0 With Needle In Sterile Foil Pack, 40 Mm., Taper Tip 3 / 8 Circle, Reverse Cutting Heavy 90 Cms. , Absorbablesynthetic Suturea Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymerderived From Glycolic Acid Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 1-0 With Needle In Sterile Foilpack 40 Mm Taper Point 1 / 2 Circle Round Bodyheavy 90Cm , Absorbablesynthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suture Of 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer &Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 1-0 With Needle In Sterile Foil Pack40 Mm Taper Point , Monofilament Absorbable Synthetic Suture Poly-Diaxanone Size 1-0 With Needle In Sterile Foil Pack 40 Mm Taper Point 1 / 2 Circle Round Bodyheavy 90 Cms. , Absorbable Synthetic Suture Polyglycolic Acid Size 2-0 With Needle In Sterilefoil Pack 30 Mm1 / 2 Circle Round Body 90 Cms. , Absorbablesynthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Rangeof 60-90 Days. The Suturematerial Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Orequivalent. Size 2-0 With Needlein Sterile Foil Pack 30 Mm, 1 / 2 Circleround Body Heavy 90 Cms , Absorbablesynthetic Suturea Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Rangeof 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 2-0 Withneedle In Sterile Foil Pack, 30 Mm, 3 / 8 Circle Reversecutting 90 Cms. , Monofilament Absorbable Synthetic Suture Poly- Diaxanone Size 2-0 With Needle In Sterile Foil Pack30 Mm, 1 / 2 Circle Round Body 90 Cms , Absorbable Synthetic Suture Polyglycolic Acid In Sterile Foil Pack Size 3-0 Withneedle 20 Mm, 1 / 2 Circle Round Body. , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 3-0With Needle In Sterile Foil Pack 20 Mm, 1 / 2 Circle Round Body.Length 70 Cm. , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Rangeof 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lacticacid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer &Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent.Size 3-0 With Needle In Sterilefoil Pack 20 Mm, 3 / 8 Circle Reverse Cutting. Length 45 Cm. , Monofilament Absorbable Synthetic Suture Poly- Diaxanone Size 3-0 Withneedlein Sterile Foil Pack 20 Mm, 1 / 2 Circle Round Body Length 70 Cm. , Absorbable Synthetic Suture Polyglycolic Acid Size 4-0 With Needle In 20 Mm, 1 / 2 Circle Round Body, Length At Least 70 Cm. , Absorbable Synthetic Suture Polyglycolic Acid Size 4-0 With Needlein 16-20 Mm 3 / 8 Circle Cutting, 70 Cms. , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Rangeof 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent.Size 4-0 With Needle In 20 Mm 1 / 2 Circle Round Body, Length 70 Cms. , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suturematerial Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent.Size 4-0 With Needlein 20Mm, 3 / 8 Circle Reverse Cutting, Length 70Cm, Undyed , Monofilament Absorbable Synthetic Suture Polydiaxanone Size 4-0 With Needle In 20Mm 1 / 2 Circle Round Body. Minimum 45 Cm , Absorbable Synthetic Suture Polyglycolic Acid Size 5-0 With Needle 12-16Mm In 45Cms1 / 2 Circle Round Body. , Absorbable Synthetic Suture Polyglycolic Acid Size 5-0 With Needle 12-16Mm In 45Cms3 / 8 Circle Round Body. , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Materialhaving Absorption Time Range Of 60-90 Days. The Suturematerial Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 5-0 With Needle 12-16Mm In45cms 1 / 2 Circle Round Body. , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 5-0 With Needle 12-16Mm In 45Cms 3 / 8 Circle Reverse Cutting Undyed , Monofilament Absorbable Synthetic Suture Poly- Diaxanone Size 5-0 With Needle Size16mm In 45Cms 3 / 8 Circle , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suture Material Should Be Aglycolide / Lactide Co-Polymer Derived From Glycolic Acid& Lactic Acid.It Must Havea Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. 6-0, 3 / 8 Circle, 8Mmdouble Arm Micropointspatulated Length 45Cm , Absorbable Synthetic Suture Polydiaxanone 6-0, 3 / 8 Circle 8Mm Double Armmicropoint Spatulated Length 45 Cm. , Bone Wax ( Presterile ) In Foil Pack ( 2 Gm. ) , Linen Thread On Spools Size 20 , Linen Thread On Spools Size 30 , Linen Thread On Spools Size 40 , Linen Thread On Spools Size 60 , Linen Thread On Spools Size 80 , Linen Thread On Spools Size 100. , Monofilament Polypropelene Sterilized Surgical Non -Absorbable Suturesize 1-0 Needle 25-30Mm., Round Body 70Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable 3-0 22Mm ( Single Needle ) , 1 / 2 Circleround Body 70Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable 3-0, 22Mm ( Single Needle ) 3 / 8 Circle Reverse Cutting 70Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable 3-0Taper Cut Needle 20-25Mm ( Double Needle ) 1 / 2 Circle Round Body Length 90Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable 3-0 Taper Cut Needle 20-25Mm ( Double Needle ) 3 / 8 Circle Reverse Cutting 90Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable Suture Size 2-0 Taper Tip Needle 25Mm ( Double Needle ) 1 / 2 Circle Round Body Length 90Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable 3-0Round Body Needle 25-30Mm ( Single Needle ) 1 / 2 Circle 90Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable 4-0Round Body Needle 16Mm ( Single Needle ) 1 / 2 Circle 70Cm. , Monofilament Polypropylene Sterilized Surgicalnon Absorbable Size 4-0Round Body Needle 16-20 Mm ( Double Needle ) Length 70Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable Size 4-0, 12 Mm 3 / 8 Circlereverse Cutting Length 45 Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable Size 1, 45 Mm 1 / 2 Circle Reverse Cutting 100Cm. Heavy Needle. , Monofilament Polypropylene Sterilized Surgical Non Absorbable 5-0, 3 / 8 Circle Round Body Needle 16Mm ( Double Needle ) 70Cms. , Monofilament Polypropylene Sterilized Surgical Non Absorbable 6-0, 3 / 8 Circle Round Body Needle9-10Mm ( Double Needle ) 60Cm. , Monofilament Polypropylene Sterilized Surgical Non Absorbable 6-0, 3 / 8 Circle Round Bodyneedle 13Mm, ( Double Needle ) 60Cm. , Polyamide Monofilament 8-0 On Round Body Needle 6Mm. Length 35-40 Cm. , Polyamide Monofilament 9-0, 6Mm Needle 3 / 8 Circle Round Body Micro Point Length 35-40 Cm. , Polyamide Monofilament 10-0, 4Mm Needle, 3 / 8 Circle, Round Body Micro Pointlength 35-40Cms. , Polyamide Monofilamentno. 1, 1 / 2 Circle Heavy Reverse Cutting40-45Mm 100Cm. , Polyamide Monofilament No. 1-0, 1 / 2 Circle Heavy Reverse Cutting 40-45Mm Length At Least 70 Cm. , Polyamide Monofilament No. 2-0, 3 / 8 Circle Reverse Cutting 30Mm. 70Cm. , Polyamide Monofilament No. 3-0 3 / 8 Circle 16 Mm Reverse Cutting. 70 Cms. , Polyamide Monofilament No. 3-0 3 / 8 Circle 26Mm Cutting. 70 Cms. , Polyamide Monofilamentno. 4-0, 3 / 8 Circle 16Mm Reverse Cutting.70 Cms. , Polyamide Monofilament No.5-0, 3 / 8 Circle, 12 Mm. Reverse Cutting 70Cm. , Silk Sutures Black Braidednon Capillary In Reel Of 25 Meters Size 1 & 1-0. , Silk Sutures Black Braided Non Capillary In Reel Of 25 Meters Size 2-0 And 3-0. , Silk Sutures Black Braided Non Capillary In Reel Of 25 Meters Size 4-0 And 5-0 , Silk / Synthetic Sutures Non-Capillary In Sterile Foil Pack Size 3-0 With 26 Mmneedle 3 / 8 Circle Reverse Cutting 76Cm. , Silk / Synthetic Sutures Non-Capillary In Sterile Foil Pack 25-26Mm Needle Size 3-0 With 1 / 2 Circle Round Body 76Cm. , Silk / Synthetic Sutures Non-Capillary In Sterile Foil Pack Size 4-0 With 16Mm Needle 1 / 2 Circle Round Body 76Cm. , Silk / Synthetic Sutures Non-Capillary In Sterile Pack Size 4-0 With 16Mm.Needle 3 / 8 Circle Cutting76cm. , Silk / Synthetic Sutures Non-Capillary In Sterile Foil Pack Size 2-0 With 20-30Mmneedle Cutting Length 70Cm. , Silk / Synthetic Sutures Non-Capillary In Sterile Foil Pack Size 2-0 With 1 / 2 Circle Round Body 20-30Mm, Length 70Cm. , Silk / Synthetic Sutures Non-Capillary In Sterile Foil Pack Size 1-0 With 30 Mm, 1 / 2 Circle Cutting. Minimum 70 Cm , 7-0 Polyproplylene Double Arm, 8 / 10 M.M.Round Body Needle 60Cm. , 2-0 Polyester Double Arm 25 Mm.Taper Cut Needle Length 70 Cm. , Skin Stapler Made Up Of Stainless Steel Should Be Multi Directional Releaseshould Have 30 Staples To35 Staples In One Piece.It Should Be Sterile. ( Staples Remover Must Begiven Alongwith 5 Pieces Of Staplers Staple Size 6.8 To 7.5Mm & 3.7 To 4Mm. Range + / - 0.1 Mm Tolerance. , Polypropelene Mesh Knitted Sterile Size 6 Cm. ( + 1Cm. Or - 1Cm. ) X 11 Cm ( + 2 Cm. Or - 2 Cm. ) With 1 Foil Of Polypropelelne 2-0With 25-30Mm. Needle 1 / 2 Circle Round Body, Single Arm, 1 Foil Of Polypropelene Size 1-0 With 25-30Mm, Needle 1 / 2 Circle Round Body Or Cutting Needle, Single Arm & One Foil Of Syntheticabsorbable Monofilament Suture Size 3-0 With 26-30Mm, 3 / 8 Or1 / 2 Circle Reverse Cutting. Or Cutting Needle Single Arm. All Above In Sterile Pack Notnecessary In Kit Form. , Linear Cutter Cartridgereload Made Up Of Titanium 55Mm.Size3 X 3.85Mm Reloadable, Sterileby Eto. Both Blue & Green. , Linear Cutter Cartridgemade Up Of Titanium 75Mmsize 3 X 3.55Mm. Reloadable, Sterile By Etoboth Blue & Green. , Monofilament Synthetic Absorbable Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suture Material Should Be A Caprolactone / Glycolide Co Polymer Or Equivalent Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Caprolactone / Glycolide Copolymer Or Equivalent & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 3-0 With 3 / 8 Circle 26Mm Reverse Cutting Needle. Minimum 70 Cm , Monofilament Synthetic Absorbable Suture A Coated, Braided, Synthetic, Absorbable Suture Materialhaving Absorption Time Range Of 60-90 Days. The Suture Material Should Be A Caprolactone / Glycolide Co Polymer Or Equivalent Derived From Glycolic Acid & Lactic Acid.It Must Havea Coating Of Caprolactone / Glycolide Copolymer Or Equivalent &Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent.Size 4-0 With3 / 8 Circle, 16Mm Reverse Cutting Needle, Minimum 45 Cm , Polyamide Monofilament 8-0 Spatulated, Micro-Point 3 / 8 Circle Needle 6 Mm, Length 38Cm. , Polyamide Monofilament 9-0 Spatulated, Micro-Point 3 / 8 Circleneedle 6 Mm, Length 38Cm. , Polyamide Monofilament 10-0, 70 Micro, Monofilament ( Double Needle ) 6Mm, 1-0 Spatulated Micro Point Length 38Cm. B33 , 4-0 Polyglactin ( Coated ) With Anti-Bacterial Length More Than 60Cm On 20 Mm Needle, 1 / 2 Circle Round Body. , 3-0 Polyglactin ( Coated ) With Antibacterial More Than60cm In Length With 3 / 8Circle Cutting 25Mm Needle. , 3-0 Polyglactin ( Coated ) With Anti-Bacterial More Than 60Cm In Length With 1 / 2 Circle, 36Mm Needle With Taper Cut Tip. , Topical Skin Adhesive Octyl Cynoacrylate. Or N-Butyl Cynoacrylate. , Skin Closure Stripes 6 Mm X 75 Mm , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Rangeof 60-90 Days. The Suture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 4-0 With Needle In Sterile Foil Pack16mm 3 / 8 Circle Reversecutting Needle, Lengthat Least 70Cm. , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suturematerial Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent.Size 4-0 With Needle In Sterile.Foil Pack16mm 5 / 8 Circle Reverse Cuttingminimum 45 Cms , Absorbable Synthetic Suture A Coated, Braided, Synthetic, Absorbable Suture Material Having Absorption Time Range Of 60-90 Days. The Suturematerial Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Size 6-0 Withneedle In Sterile Foilpack 12Mm 3 / 8 Circlereversecutting, Length At Least 45Cm. , Monofilament Polypropylene Sterelise Surgical Non Absorbable Size 4-0 With 16Mm ( Single Needle ) 3 / 8 Circle Reverse Cutting, Length At Least 70Cm. , Monofilament Polypropylene Sterelise Surgical Non Absorbable Size 5-0With 12Mm ( Single Needle ) 3 / 8 Circle Reverse Cutting, Length At Least 70Cm. , Monofilament Polypropylenesterelise Surgical Non Absorbable Size 6-0 With 12Mm ( Single Needle ) 3 / 8 Circle Reverse Cutting, Length At Least 70Cm. , Titanium Ligating Clips With Transverse &Lateral Grooves Small -100.With 5 Boxesof Clip One Applicator , Titanium Ligating Clips With Transverse &Lateral Groovesmedium -200 With 5 Boxes Of Clip One Applicator , Titanium Ligating Clips With Transverse & Lateral Grooves Medium Large -300 With 5 Boxes Of Clip One Applicator , Size 1 Polyglactin Coated With Antibacterial, 90Cm In Length With 1 / 2 Circleround Body 40-45Mm, Needle. , 1-0 A Coated, Braided, Synthetic, Absorbable Suturematerial Having Absorption Timerange Of 60-90 Days. Thesuture Material Should Be A Glycolide / Lactide Co-Polymer Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Glycolide / Lactide / Co-Polymer & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. Coated With 1 / 2 Circle Blunt Taperpoint 40Mm Needle, Suture Length 90Cm. , 2-0 Polyster Polypack Or Equivalent25mm Tapercut, Pledgeted Double Arm, 5 Green / Blue + 5 White, 75Cms. , 2-0 Polyster Polypack Or Equivalent 17Mm To 17.5Mm Tapercut, Pledgeted Double Arm, 5 Green / Blue + 5 White, 75Cms. , 1-0 Polyglactin, Undyed Fast Absorbing 1 / 2 Circleround Body, 35-40Mm Needle, Length Min 90 Cm. , Port Closure Needle With Suture Size 1-0 Polyglactinwith Anti-Bacterial 70Cm. 23Mm Heavy Reverse Cutting1 / 2 Circle Needle. , Absorbable Synthetic Suture Polyglactin Coated With Antibacterial, Size 1-0 With3 / 8 Circle Reverse Cutting40-46Mm, Heavy 90Cm Length. , Absorbable Synthetic Suture Coated With Antibacterialsize 2-0, With 3 / 8 Circle Reverse Cutting, Needle 30Mmheavy 90Cm Length. , Absorbable Synthetic Suture Polyglactin ( Coated ) With Antibacterial Size 1-0, 1 / 2 Circle Round Body 40Mm Needle, Heavy Length 90Cms. , Absorbable Synthetic Suturepolyglactin ( Coated ) Withantibacterial Size 2-0, 1 / 2 Circle Round Body30mm Needle, Heavy Length 90Cms. , Absorbable Synthetic Suture Polyglactin ( Coated ) Withantibacterial Size 3-0, 1 / 2 Circle Round Body20mm Needle, Heavy Length 90Cms. , Tissue Separating Multi Layered Mesh Forintraperitoneal Use Made Up Of Polypropelene On Onesurface And Other Surfacebeing Absorbablesize 15Cm X15cm. , Absorbable Synthetic Suture Polyglactin With Antibacterial Size 2-0, 36Mm 1 / 2 Circletaper Point Ct Needle, Length 90 Cm. , Z Kit Heart Lung Bypass Kit Microset Burette With Volume Control: 2Nos Romoflow Microdrop Infusion Set1no. Urocom Cvc :2Nos Jelco No.16-2, Jelco No.18-2, Jelco No.20-2, Jelco No.22-2, 3Way Stop Cock : 15Nos. Elastocepe Bandage 6 : 2Nos Micropore Adhesive Tape 10Cm X 3Mtrs : 1 No 2.5Cm X 3Mtrs : 1No. Durapore ( 1Width ) X 3M : 1No Syringes 50Ml:8Nos 20Ml Syringe: 20Nos. 5Ml Syringes : 50Nos. 2Ml Syringes: 60Nos. All Above Syringes With Luer Lock 1Ml Syringes : 10Nos.Isomed Plastic Green Sheet 2 Big &Disposable Ecg Electrodes : 16Nos. Disposable Injection Needles No.16 : 3Nos Disposable Caps : 30 Nos.Disposable Masks : 50 Nos. Umbilical Tapes : 2Nos. , Merselene Tape ( With Double ) Needle Minimum 45 Cms , Undyed Monofilament Absorbable Sutures A Coated, Braided, Synthetic, Absorbable Suture Materialhaving Absorption Time Range Of 60-90 Days. The Suture Material Should Be A Caprolactone / Glycolide Co Polymer Or Equivalent Derived From Glycolic Acid & Lactic Acid.It Must Have A Coating Of Caprolactone / Glycolide Copolymer Or Equivalent & Calcium Stearate Or Calcium Stearoyl Lactylate Or Equivalent. 25 Size 3.0 Reversecutting Needle 26 Mm 3 / 8 Circle. Length 70 Cm , Polyester No. 2 Green Braided Non Absorbable Suture 45 Mmwith 1 / 2 Circletaper Cut Needle90cm. , Monofilament Absorbable Synthetic Suture Polydiaxanone Size 3-0 With Needle Insterile Foil Pack 24 Mm, 1 / 2 Circle, Round Body Length At Least 70 Cm. , Absorbable Synthetic Suture Polydiaxanone 6-0, 12Mm. Double Arm Micropoint Spatulatedlength At Least 45Cm. , Thrombin +Fibrin Sealer 2 Ml ( 1Ml + 1Ml ) , 10.0 Polypropene Non Absorbable Surgical Suture0.2 Metric, 25 Cm, 15Mm Straight Double Needlespatula. , Absorbable Surgical Gut ( Catgut ) Chromic Size - 2, 1 / 2 Circletaper Cut Needle Insterile Foil Pack, Length 76 Cm , Monofilament Synthetic Absorbable Suture Polyglecapronesize 4-0 With Round Body Needle With Antibacterial. , Monofilament Synthetic Absorbable Suturepolyglecaprone Size 4-0 Cutting Needlewith Antibacterial. , 5-0 Surgicalsilk On Round Body 16Mm Needle 3 / 8Circle Length Atleast 50Cm. , Absorbable Surgical Gut ( Catgut ) Chromic Size 1, 1 / 2 Circle, 40-45Mmround Body Needle, .Length At Least 70Cm. , Absorbable Surgical Gut ( Catgut ) Chromic Size No. 2. 1 / 2 Circle Round Body Needle 45Mm Length At Least 70Cm. , 2-0 Polyster Polypack Or Equivalent 17Mm To 17.5Mm Tapercut, Non-Pledgeted Double Arm, 5 Green / Blue + 5 White, 75Cms. , Non - Absorable Surgical Suture ( 1 Metric ) 5 - 0Monofilament Polypro-Plene 20Mm 3 / 8 Circle Round Bodydouble Arm-70Cm. , Non-Absorable Surgical Suture ( 1.5 Metric ) 4-0 Monofilamentpoly-Proplene 26Mm 1 / 2 Circle Sh 26Mm 1 / 2 Circle Shround Body Doublearm-90Cm. , Umbilical Tape- Sterilized Umbilical Cotton Tape75cm X 3Mm ( 1 Length ) . , 5-0 ( 1 Metric ) Non-Absorbable Monofilament Polypropylene13 Mm, 1 / 2 Circle Round Body Double Ended Length 60 Cm. , 5-0 Non Absorbable Monofilament Polypropylene With Pledget3mm X3 Mm X 0.5 Mm, 13 Mmneedle, Length 60 Cm. , Non Absorbable Braidedpolyester No.5 -55 Mm 1 / 2 C Taper Cut 85 Cm. , Braided Polyblend Suture With Tapered Needle No.25 Metric 38X ( 96.5 Cm ) 1 / 2 Circu, 26.5 Mm. , Tissue Separating Multi Layered Mesh Forintraperitoneal Use Made Up Of Polypropelene On Onesurface And Other Surfacebeing Absorbablesize 15Cm X20cm , Tissue Separating Multi Layered Mesh Forintraperitoneal Use Madeup Of Polypropelene Onone Surface And Other Surface Being Non-Absorbable Ofeptfe Or Similar Materialsize Range : 24-30 Cm X 30-36 Cm. , Polypropelene Light Weight ( Minimum 40% ) Mesh Size 7.5 X 15 Cm. , Polypropelene Light Weight ( Minimum 40% ) Mesh Size 15 X 15 Cm. , Disposable Laparoscopic Hernia Mesh Fixation Device :Complete Absorbable Meshfixation Device With Deliveryof Tackersbyexplsion Method Andautomatic Lock Out Of Handlewith Low Tackers Indicator To Indicate Numberof Tackers Left For Fixation, Device Shouldhave Absorbable Tackers. Minimum 15 Tackers. , Endoscopic Linear Cutter 60 Mm With45 Degree Articulation, Shaft Length 34 Cm With Integrated 440 Gradestainless Steel Knife, 60 Mm True Staple Line, 4 Stroke Firing Mechanismfor Smooth & Easy Firing Accommodatingcartridges For Tissue Thickness Ranging From 1 Mm To 2 Mm &Fitting Down Through A 12 Mm Port. Or Equivalent. , Reload Cartridge For Item No.150 : 60 Mmendoscopic Linear Cutterwith 6 Rows Of Staples-3On Either Side Of Cut Line, 88 Titanium Staples, Compatible Witharticulating12 Mm Endoscopic Device Fitting Through A 12 Mm Port For Various Tissue Thickness : A ) Vascular - 1 Mm10% Of Total Quantityb ) Standard - 1.5 Mm40% Of Total Quantity C ) Medium Thick - 1.8 Mm 40% Of Total Quantity D ) Thick - 2 Mm 10% Of Total Quantity. Or Equivalent. , Endoscopic Linear Cutter 45 Mm Fitting Down Through A 12 Mm Port. Or Equivalent. , Reload Cartidge For Item No. 152 :45 Mm Endoscopiclinear Cutter Compatible With Articulating 12 Mmendoscopic Device Fitting Through A 12 Mm Port For Various Tissue Thickness :Sizes :A ) Vascular Qty : 20% B ) Standard Tissue : Quty:20%. C ) Thick Tissue : Quty:20% D ) Medium Thick Quty : 40% , Intra Luminal Stapler, Curved Detachable Head19 To 23 Mm With Variable Staple Closureheight 1.0 - 2.5 Mm And Lumen / Knife Diameter Of 12.4 Mm Having 16 Staples With Safety Lock Mechanism With Audibletactile Feedback And Should Have Longest Staple Leglength Or Equivalent. , Intra Luminal Stapler, Curved Detachable Head24 To 27 Mm With Variable Staple Closure Height1.0 - 2.5 Mm And Lumen / Knife Diameter Of 16.4 Mm Having 20 Stapleswith Safety Lock Mechanism With Audibletactile Feedback And Should Have Longest Staple Leg Lengthor Equivalent. , Intra Luminal Stapler, Curved Detachable Head 28 To 32 Mm With Variable Staple Closureheight 1.0 - 2.5 Mmand Lumen / Knife Diameter Of 20.4 Mm Having 24 Staples With Safety Lock Mechanism With Audible Tactilefeedback Andshould Have Longest Staple Leg Length Or Equivalent. , Intra Luminal Stapler, Curved Detachable Head33 And Above Mm With Variable Staple Closureheight 1.0 - 2.5 Mm Andlumen / Knife Diameter Of 24.4 Mm Having 28 Stapleswith Safety Lockmechanism With Audible Tactile Feedback And Should Have Longest Staple Leg Lengthor Equivalent. , 36 Cm Laparoscopic Ergonomic Probe With Hand Activation Switches For Simultaneous Cutting & Coagulation Using Ultracision Technology Forvessels Upto 5 Mm Active Bladetip Length Of 15 Mm, Shaft Diameter Of 5 Mm, 360 Degree Rotating Shaft Compatible With Harmonic Gen O4 / Gen 11 , Short Shaft Length Of 9Cm And Long Shaft Length Of 17Cm Ergonomic Probe With Hand Activation Switches For Simultaneouscutting & Coagulation Using Ultracision Technologyfor Vessels Upto 5 Mm Active Blade Tip Length Of 16 Mm, Compatible With Harmonicharmonic Geno4 / Gen 11 With Curved And Tapered Tip For Precise Dissection. , 18 Cm Open Ergonomic Scissor Grip Handle With Hand Activation Switches For Simultaneouscutting & Coagulationusing Ultracisiontechnology For Vessels Upto 5 Mm Active Blade Tip Length Of 18Mm, Shaft Diameter Of 8 Mm Compatible Withharmonic Gen04 / Gen 11 , Laproscopic Intra Abdominal Suturing Deivce 10 Mmendostitch. , Reload For Item No. 161 Endoscopic Suture Device - Sizes : A ) Lactomer 2-0 Absorbable 120Cm : Qty.40 % B ) Silk 2-0 Non Absorbable : Qty.30% C ) Polyester 2-0Non Absorbable :Qty.30% , Applicator For Item No. 129 A ) For Open Surgery Short Length :Qty. 40 Pcs B ) For Endoscopicvariceal Hemostatis : Qty. 20 Pcs. , Endoscoic Esophageal Variceal Band Ligator With Accessoriesand Good Quality Bands. , Linear Cutter Of Titanium 55 Mm For Blue ( Standard ) Andgreen ( Thick ) . , Linear Cutter Of Titanium 75 Mm For Blue & Green. , Interlocking Non Metallic Clips For Laparoscopic Use For Vesselocclusion. , Universal Reload Cartridgefor 55 Mm New Linear Cutter For Tissue Thickness Ranging From1 Mm To 2 Mm With 6 Rows Of Staples -3 On Either Side Of Cut Line, 440 Grade Stainless Steel Knife Integrated In Thecartridge, 88 Titanium Staples. , Universal Reload Cartridge For 75 Mm New Linear Cutter For Tissue Thickness Ranging From 1 Mm To 2 Mmwith 6 Rows Of Staples-3 Staples-3 On Either Side Of Cut Line, 440 Grade Stainless Steel Knife Integrated In The Cartridge, 118 Titanium Staples. , Antibacterial Coated Polyglecaprone 3-0With 26 M 3 / 8 Circle Reverse Cutting Needle. , Antibacterial Coatedployglecaprone 4-0Undyed Monofilament With 16 Mm 3 / 8 Circle Reverse Cutting Needle. , Antibacterial Coated Polyglecaprone 5-0 Undyed Monofilament With 16 Mm 3 / 8 Circlereverse Cutting Needle. , Synthetic Absorbable Polydiaxonone Monofilament Size 7-0 With 9.3Mm 3 / 8Circle Taper Point -1 Double Needle. Suture Length 70Cm. , Antibacterial Coatedpolydiaxonone Size 3-0 With 20M 1 / 2 Circleround Bodyneedle. , Antibacterial Coatedpolydiaxonone Size 4-0 With 20M 1 / 2 Circle Round Bodyneedle. , Antibacterial Coated Polydiaxonone Size 5-0With 20M 1 / 2 Circle Round Bodyneedle. , Antibacterial Coatedpolydiaxonone Size 2-0With 30M 1 / 2 Circle Round Bodyneedle. , Partially Absorbable Monofilament Macroporous Mesh Size : 6 Cm X 11 Cm , Endoscopic 5Mm Clip Applier With 15 Titaniummedium-Large Clips With Low Clip Orange Indicator & Last Clip Lockout Preventing Jaws To Close When Out Of Clips, 360 Degree Rotating Shaft Knob With Shaft Length Of 33Cm & Diameter Of 5.5Mm Passivelycollapsible Jaws To Passthrough 5Mm Trocar, Clip Aperture Of3.8Mm, Closed Clip Length Of 8.8Mm & Jaw Length Of 8.4Mm. Or Equivalent. , Antibacterial Coated Polyglecaprone Monofilament With 1 / 2 Circle Round Body Taper Point 30Mm Needle Size 2-0. , Polyglactin Fast Absorbable Undyed Braided Size 2-0 With1 / 2 Circle 35Mm.Reverse Cutting , Adhesion Preventionbarrier Oxydised Regenerated Cellulosedense Absorbable Size :3 Inches X 4 Inches , Antibacterial Coatedpolyglactin Size 0 With 40Mm 1 / 2 Circleblunt Heavy Needle , Polyster Coated Size 5-0 With 8Mm 1 / 4 Circle Micro Point Spatulateddouble Needle Minimum 30 Cm , Polyglactin 10-0 With 6.5Mm 3 / 8 Cs - Oltimacs 140-6 ( 150 Micron ) . , Non Sterile Surgical Steel Band For Closure Ofsternum ( With Every 50 Box The Tensioning Deviceshould Be Given Free ) , Linear Cutter Cartridgereload Made Up Of Titanium 56-60 Mm.Size3 X 3.85Mmreloadable, Sterile By Eto.Both Blue & Green. , Linear Cutter Cartridgemade Up Of Titanium 76-80 Mmsize 3 X 3.55Mm.Reloadable, Sterile By Eto Both Blue & Green. , Linear Cutter Of Titanium 56-60 Mm For Blue ( Standard ) Andgreen ( Thick ) . , Linear Cutter Of Titanium 76-80 Mm For Blue & Green. , Partially Absorbable Monofilamentmacroporous Mesh Size : 10 Cm X 15 Cm , Partially Absorbable Monofilamentmacroporous Mesh Size : 15 Cm X 15 Cm , Anatomical Polypropylene Mesh With Contour Shape Having Medial Orientation Marker & Crest Corresponding To Inguinalo Liagamentwith Sealed Edges With Different Sizes Left Or Right And Mediumor Extra ( 10-12 X 15-16 Cm ) , Partially Absorbable With Hydrogel Barrier Intraperiteneal Umbilical Patch With Starp And Positioning Pocketsk, Pdo Sorbaflex Memory Technology Ring And With One Side Light Weight Polypropylene, ( Medium Circle With Strap 8-9 Cm X 8-9 Cm , Disposable Laparoscopic Hernia Mesh Fixation Device, Complete Non-Absorbable Mesh Fixation Device With Deliver Of Trackers Having Indictor Marker Onhandle, Device Should Have Minimum Of 15 Tackers. , Thrombin + Fibrin Sealer1ml + 1Ml ( Aprotinin ) Thrombin Two Component Fibrin Sealant Containing Human Fibrinogen And Human Thrombin With Synthetic Arotinin. Polymerization Time 10 Second , Surgical Steel Sternal Wire Blunt Needle Number 2. , Surgical Steel Sternal Wire Blunt Needle Number 6. , Surgical Steel Sternal Wire Blunt Needle Number 4. , Surgical Steel Sternal Wire Blunt Needle Number 5. , Abdominal Drain 24Fr, 28Fr, 32Fr Atraumatic Soft Rounded Open Distal End With Lateral Eyes Xray Opaque Line With Kink Resistant Tubing And Collection Bag Of 2000 Ml , Sterile Disposable & Individually Packed. , Bipolar Cautery Handpiece And Tip ( Universal ) Low-Temperature Micro Fine Tip Cautery Havingsterile Tips Which Are Interchangeable And Available In Fine, Flextip Or Loop. Each Tip With A Sterile Drape To Cover The Non-Sterile Handle Having A 4 Year Shelf Life; Available In High Or Low Temperatures; Replaceable Battery And Cautery Tips; Battery Powered; Ideal For Office, Er And Clinical Procedures; Accessories: Hit0 Low-Temp Cautery Includes Change-A-Tip Low-Temp Handle One H100 Non-Sterile Tip One Aa Alkaline Battery. , Cartridges 60Mm Gold With Cutter , Cartridges 60Mm White With Cutter , Pratt Drain No 14, 16 ( Jackson Pratt Drain ) With Sterile Disposable Suction Drain Systemwith Ce Certification 1 ) Drain Tube: - A ) Radioopaque Flat Drain B ) Latex Free Manufactured From 100 % Silicone For Superior Bio Compatibilty C ) Smooth Inert D ) Soft Kink Resistante ) Prevents Accidental Sliding Out F ) Multiple Smooth Perforations In The Flat Port G ) Atleast 50Cm Connecting Tube For Attachment To Drainage Unith ) Provided With Sharp Trochar For Drain Insertion. 2 ) Drainage Drag Unit :With Inbuilt Non-Return Vavle & Clip Securehanging. , Polyamide Monofilament Non Absorbable Sterile Loop Suture No. 1 Cutting , Optical Trocar 12 Mm , Polyamide Monofilament 6.0 Reverse Cutting3 / 8 Circle 11Mm Needle Length 70 Cm , Polyamide Monofilament Nonabsorbable Sterile Loop Suture No.1Rb , Polyglactin 910 , Usp 4-0, 5 / 8 Circle , Cutting Needle, Absorbable , Needle Length 16Mm, Suture, Length 45Cm , Surgical Scratch Pad , Stoma Bagsingle / Double Size 45 Mm Pouch Volume 1 Litre, Precut Skin Barrier, Odour Proof And Traditional Tail Clip. , Colostomy & Urostomy Bag Paste- Hydrocollid Based Protective Skin Barrier, Filler Or Caulk , Absorbable Sterilised Surgical Suture Catgut Chromic ( Preknotted Loop Ligature ) Endoloop No.1 ( 18 Inch Long ) , Intercostal Drainage Set 24F, 28F With Trocar And Canula , Disposable Laparoscopic Optical Portno. 10, 12, 5 With 100 Mm Length Bladeless Tip With Double Seal, Retractable Valve, Antislip Thread , Silk Synthetic Suture Non Capiilary Sterile Foil Pack Size 5-0 Non Absorbable Braidedblack Double Arm, Micropoint Spatulated , Pencil Esu ( Cautery ) Compatible With Any Cautery , Non Absorbable Synthetic Patches Made Of Polytetrafluoroethylene ( Ptfe Pledgets ) , Surgical Stainless Steel Suture, Monofilament , Length 40Cm, Ks 60Mm Straight Needle, Material Monofilament , Length 40Cm, Size 4-0 Double Arm , Yankaur Suction Set: One Sterile ( Eo ) , Single Use Suction Handle With Suction Tube, Made Of Dhep Free, Latex Free, Non Toxic, Non Pyrogenic Medical Grade Plastic, Tube Length Of 2.5 M, Disposable Sterile Plastic Suction Tube Atleast 150 Cm , Absorbable Polydiaxone Skin Tightening Thread29gx50 Mm , Ptfe Graft Tube Made Of Synthetic Material Similar To Gore-Text8 Mm For Shunt Surgery, Sterile ( Eo ) , Single Use Straight Thin Walled Graft Made Of E Ptfe ( Expandable ) , Diameter 8 Mm, Length 10 Cm , Disposable Verres Needle Single Use Sterile Needlewith Retracting Spring Loaded Safe Blunt Styletand Sharp Hollow Bore Needle With Sharp Beveled Needle Tip And High Flow Stopcock With Luer Lock Connector For Covenient Connection Of Insufflation Tubing ( 120Mm / 150Mm / 200Mm Lengths )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 20
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29.
Housing Urban and Rular Development #11335412 AOC
Replacement Of Roofing And Misc.Works At Barrack No.13 At Old Hydrabad House , Nagpur (Only For Society) (2Nd Call).- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material uptoa distance of 50m.beyond the building area and stacking and spreading as directed,dewatering,preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 2 Providing soling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete. 3 Providing and laying Castinsitu/Ready Mix cement concrete inM-10oftrap/granite/ quartzite/gneiss metal for foundation and bedding including bailing outwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishing if required and curing complete,with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade) 4 Dismantlingbrickmasonryinlimeorcementmortarandstackingthematerilsasdirected with all leads, lifts etc. 5 Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials,stacking the same as and where directed in the compound including scaffolding etc. complete. 6 Removing rafters from roof including the materials asdirectedwithallleads ,liftsetc. complete. 7 Removing purlins from roof including stacking as directed with all leads , lifts etc. complete. 8 Providing second class Burnt Brick masonry with conventional/I.S.type bricks in cement mortar1:6insuperstructureincludingstrikingjoints,rakingoutjoints,wateringand scaffolding etc. Complete 9 Providing and laying Castinsitu/Ready Mix cement concreteM-20oftrap/granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirectedincludingsteelcentering,formwork,coverblocks,laying/pumping, compactionandrougheningthesurfaceifspecialfinishistobeprovidedandcuringetc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 10 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 11 Providing structural steel work in trusses, other similar trussed purlins and members with all bracing,gussetplatesetc.asperdetaileddesignsanddrawingsoras directedincluding cutting,fabricating,hoisting,erectingfixinginposition, Makingriveted/bolted/welded connectionandone coat of anticorrosive paint andover it 2 coats of oil painting approved quality and shade etc. complete. 12 Providing Gas or Electrical welding for structural steel section, plates as per detailed drawing. For less than 10 mm thick section. 13 Providing andfixing colourcoatedZincalume (R)AZ150(min150gms/sq.mt.totalon each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength,metallichotdipcoatedwithAluminium-Zincalloy(55%aluminium 43.4%zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganicpigment).Thepaintshallhaveatotalcoatingthicknessofnominal35um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center.The endribshallbedesignedforanti-capillarygroove.andreturnleg.Thefeed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) 14 Providing and fixing of colour coated Zincaluminium( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( withinorganic pigment). The paint shallhave atotal coating thickness ofnominal 35mm, comprising of nominal 25mmexterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with sublet square fluting in the five pan at nominal 180-250 mmcenter- to-center.Theendribshallbedesignedforanti-capacitygroove.andreturnleg.Thefeed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre)600 mm girth (Surface Width). 15 Providing internal cement plaster 20mm thick in a single coat using Ready to use wall plasterto concrete, brick surfaces in all positions including scaffolding and curing. Providing groove at joint of B.B.Masonry and concrete members complete.a) cement ratio 1:5 With Prior Approval of Concerned S.E. 16 Providing internal cement plaster 12 mm thick in a single coat using Ready to use wall plaster to concrete or brick surface in all positions including scaffolding and curing complete. Providing groove at joint of B.B. Masonry and concrete members complete.a) cement ratio 1:5 With Prior Approval of Concerned S.E. 17 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/quartzite/gneissmetalforR.C.C.workinfoundationslike raft,strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water,Steel centering,formwork,coverblocks,laying/pumping,compactionandcuring roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 18 Providing and laying Vitrified MATT finishhaving decorative type of size 1000 millimeter x 1000 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical andconfirmingtoIS15622-2006(GroupBla)ofapprovedmakeshadeandpatternfor flooringinrequiredpositionlaidonabedofbondingchemicalfillingjointscuringand cleaning etc .complete. 19 Supply & Fixing ofRock / Stone Finished outdoor vitrified flooring Tiles 16 mm thick and required width wide in plain pattern includingCement float, filling joints, with neat cement slurry, Natural sand, curing and cleaning complete. with prior approval of concerned Superitending Engineer. 20 PRIVIDING AND FIXING ANTIMICROBIAL ACOUSTICAL FALSE CEILING: Bioguard Mineral Fibre Acoustical Suspended Ceiling System with 19mm thick Acoustics Microlook 90 Edge Tiles with 15mm face exposed grid. The tiles shall have smooth bright laminated visual with Humidity Resistance (RH) of 99%, NRC 0.7 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard, CAC of 41db as per ASTM E1414, Light Reflectance ≥87% as per ASTM E-1477, Thermal Conductivity k = 0.052 - 0.057 W/mK, Colour Global White, Fire Performance of Class 0/1 as per BS 476 Part6/7 and Class A as per ASTM E 84with 19mm Square Tegular/Microlook 90˚ edge and 8mm drop in module size of 600 x 600mm./ 600x1200mm. The scrim on the face of the tile shall be cleanable, washable up to 500 cycle as per ASTM D-4828 and resistant to disinfectants. The tile shall be treated with Anti Microbial coating on the face of the tile to achieve cleanroom classification of class 5 (Class 100) as per ISO 14644-1 and suitable forzone 4 area having partical emission under normal conditions of ISO 5, Decontamination Class of CP10 and Bacteriological Cleanliness Class B1 for specific strains as per NF S 90-35:2003 The tile shall have a rating of 8 or above (face) for tests conducted for Resistance to growth of Mold in accordance to ASTM D3273. It shall be suitable for Green Building application, with Recycled content of 35% having VOC and Formaldehyde emission rate less than 0.1mg/m2/hr. The tile shall have certifications from GRIHA and GreenPro thereby confirming that it is an environment friendly product. SUSPENSION: The tile shall be laid on 15 mm wide T - section flanges colour global white (matching to tile color) having roll formed double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 12.5 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 15kg/m. 21 Transportation of material obtained from debris of various sorts excavated stuff including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed.( Beyond 10 Km. ) 22 Providing royalty charges against royalty paid by the contractor to the Revenue department for supply of different construction material for which royalty is necessary. Natural Sand 23 Testing Charges for Conducting BASIC TEST OF CEMENT.Standard ConsistancyFineness, Specific Gravity,Setting Time ( Initial & Final ), CompressiveStrength, Soundness etc. complete. 24 Testing Charges for Conducting BASIC TEST OF FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ),Silt & Clay Content 25 Testing Charges for Conducting BASIC TEST OF BRICKS Water Absorption (Set of 5 Bricks), CompressiveStrength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). 26 Testing Charges for Conducting BASIC TEST OfSTEEL BAR TESTING Upto 16 mm(Set of 3 Bars)
Contract Date: Jun 22, 2026 Contract Value : ₹ 18.51 Lakh
Government Departments No of Bidders 2
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30.
Rural Development #11335406 AOC
Tender For 56.Walane Internal Road Tal Mulshi - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Jun 22, 2026 Contract Value : ₹ 6.57 Lakh
Government Departments No of Bidders 6
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31.
Rural Development #11335405 AOC
Tender For 57.Shedani Internal Road Tal Mulshi - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Jun 22, 2026 Contract Value : ₹ 6.56 Lakh
Government Departments No of Bidders 8
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32.
Rural Development #11335404 AOC
Tender For 58.Nere sampat nana jadhav house road - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 3 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 4 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 5 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Providingand laying concrete pipes of I.S.NP. class of 300mm diaMetre in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsincement mortar 1:1 and refilling the trench complete. 8 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 9 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 10 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 11 SOIL / MURUM. 1)Sieve Analysis 12 Royalty For Hard Murum 13 Royalty For Murum at Site
Contract Date: Jun 22, 2026 Contract Value : ₹ 6.22 Lakh
Government Departments No of Bidders 8
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33.
Power #11334917 AOC
Tit-bit civil work along with Repair and Maintenance of Chakdha (west) CCC Building. (Estimate as per P.W.D. S.O.R.Vol I &II for the area of Kalyani Sub-Division in the district of Nadia w.e.f. 01.11.17 and all other corrigenda uptodate ) - 1 Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m .a) In ground floor including roof 2 b) In first floor 3 Dismantling all types of masonry excepting cementconcrete plain or reinforced, stacking serviceablematerials at site and removing rubbish as directedwithin a lead of 75 m.a) In ground floor including roof 4 b) In first floor 5 Dismantling all types of plain cement concreteworks, stacking serviceable materials at site andremoving rubbish as directed within a lead of 75m.In ground floor including roof.(a) upto 150 mm. thick 6 b) In first floor 7 Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof 8 b) In first floor 9 Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necess-ary trimming thesides of trenches, levelling, dress-ing and ramming thebottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm 10 Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis ofmeasurement of finished quantity of work)(a) With earth obtained from excavation of foundation 11 Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. 12 Cutting holes and subsequent mending good damages. (a) Diameter upto 150 mm. (i) In brick work [Cement-4.0 Kg/Mtr] 13 Cutting chase upto 125 x 150 mm. and subsequentmending of damages.(a) in brick wall [Cement-3.6 Kg/Mtr] 14 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineerin charge. 15 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 16 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any as per relevant IS codes. a) Pakur Varietya) In ground floor 17 b) In first floor 18 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominalsize) excluding shuttering and reinforcement,if any, in gound floor as perrelevant IS codesPakur variety 19 1st floor 20 Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Varietya) In ground floor 21 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.a) For works in foundation, basement and upto roof of ground floor / upto 4m.(iii) other manufacturers not specified. 22 Brick work with 1st class bricks in cement mortar (1:6)a)in foundation & plinth 23 In Super structure, ground floor 24 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.a) In ground floor 25 b) In first floor 26 Supplying, fitting & fixing 1st quality Ceramic tiles in wallsand floors to match with the existing work & 4 nos. of keystones (10mm) fixed with araldite at the back of each tile &finishing the joints with white cement mixed with colouringoxide if required to match the colour of tiles includingroughening of concrete surface, if necessary or by syntheticadhesive & grout materials etc.(B) Wall-------------------------With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.m-----------ii) Other than Coloured decorative including white----------i) Gr.floor 27 A) FloorWith Sand Cement Mortar (1:4) 20 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m& joint filling using white cement slurry @ 0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.m----- Other than Coloured decorative including white-------i) Gr.floor 28 Supplying and laying true to line and level vitrified tiles ofapproved brand (size not less than 600 mm X 600 mm X 10mm thick) in floor, skirting etc. set in 20 mm sand cementmortar (1:4) and 2 mm thick cement slurry back side of tilesusing cement @ 2.91Kg./sqM or using polymerised adhesive(6 mm thick layer applied directly over finished artificial stonefloor/Mosaic etc without any backing course) laid afterapplication slurry using 1.75 Kg of cement per sqM belowmortar only, joints grouted with admixture of white cementand colouring pigment to match with colour of tiles / epoxygrout materials of approved make as directed and removal ofwax coating of top surface of tiles with warm water andpolishing the tiles using soft and dry cloth upto mirror finishcomplete including the cost of materials, labour and all otherincidental charges complete true to themanufacturer sspecification and direction of Engineer-in-Charge. (Whitecement, synthetic adhesive and grout material to be suppliedby the contrr]e)I(I) With application slurry @1.75 kg/ Sq.m, 20 mm sandcement mortar (1:4) & 2 mm thick cement slurry at back sideof tiles, 0.2 kg/ Sq.m white cement for joint filling withpigment.(A) Light colour(Gr.floor) 29 (ii) First floor 30 Rendering the Surface of walls and ceiling with White Cement baseWATER PROOF wall putty of approved make & brand.(1.5 mm thick)----------(i) Ground floor 31 In 1sl floor 32 Labour for taking out door and window frame including shutter for repair orreplacement of different parts of the frame & refixing the same including mendinggood all damaes complete. (Concrete and brick work for mending damage will bepaid separately)(a) Upto area 2.5 Sq.m 33 M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S. W.I. flats and bars for windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.i) Grill weighing above 16 Kg./sqm------------a) In ground floor 34 b) In first floor 35 Removing old scales, blisters etc. of interior surface of walls,ceiling by scraping etc. and preparing smooth and even surface with rendering or cement mortar (1:2) (as necessary), to make the surface suitable for receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) 36 1st floor 37 M.S. structural works in columns, beams etc. with simple rolledstructural members (e.g. joists, angle, channel sections conformingto IS: 226, IS: 808 & SP (6)- 1964 connected to one another withbracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming toIS: 816- 1969 & IS: 1995 using electrodes of approved make andbrand conforming to IS:814- 2004, haulage, hoisting and erectionall complete. The rate includes the cost of rolled steel section,consumables such as electrodes, gas and hire charge of all tools andplants and labour required for the work including all incidentalchages such as electricity charges, labour insurance charges etc 38 Supplying, fitting and fixing windows and ventilators with or withoutintegrated grills conforming to IS 1038-1975 and manufacture from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket,handle plate etc, including hoisting in position,straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing fixed with neceessary clamps and nuts and bolts and erected complete.(ii) below 50mm.Fixed type steel windows as per IS sizes with horizontal glazing bars 39 (b) Openable steel windows as per IS sizes with side hung shuttersand horizotal glazing bars. [The extra rate admissible for theopenable portion only] 40 steel peg stay 300 mm long including fitting and fixing. 41 Two point nose steel handle including fitting and fixing. 42 Taking out M.S. or W.I. Grills from wooden frame including cuttinglugs from masonry wall and refitting the same and mending gooddamages after repairs. (Excluding the cost of necessary repair ofdamages) or doing any other necessary works 43 Easing, oiling and adjusting the steel shutters including scraping allmembers and fitting so as to make the shutters easily operable (noextra payment will be made for taking out and fixing glass, ifnecessary). 44 Renewing M.S. members of steel shutters by welding including takingout the old, mending good damages complete, including taking outand refixing the glass panes. 45 Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(c) Sal : Locala) In ground floor 46 Panel shutters of door and window, as per design (each panel consisting of singleplank without joint), including fitting and fixing the same in position butexcluding the cost of hinge and other fittings.In ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will be made)iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm.(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. 47 Brass floor door stopper. 48 Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed. a) With continuous plate base (Hexagonal / Round rod), (i)75 mm grip x 10 mm dia rod. 49 Iron butt hinges of approved quality fitted and fixed with steel screws, with ISImark.vi) 100mm. X 75mm. X 3.5 mm 50 Anodised aluminium barrel / tower / socket bolt (full covered) of approvedmanufactured from extruded section conforming to I.S. 204/74 fitted and fixedwith cadmium plated screws:ix) 300mm long x 10mm dia. bolt. 51 Anodised aluminium Aldrop / Sliding bolts of approved quality manufacturedfrom extruded section conforming to I.S. specification (I.S. 2681/66) fitted andfixed complete.----------300mm x 16mm dia. Bolt 52 Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. 53 PVC Door Shutter-37 mm thick-Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower bolt,door ring etc. In ground floor. 54 Supplying profiles of required section made of Aluminium AlloyExtrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - InCharge. (Payment will be made on finished length of the work).In 10-12 Micron thickness Annodizing film. i)natural White k) Movable door shutter .Door frame (top & sides) 55 ii) Shutter :Top rail 56 Bottom rail 57 Door Vertical 58 Lock rail 59 Glazing cleap 60 Labour charge for fabrication and installation of composite door,window, partitions made from annodized extruded alloy aluminium sections for the following units:- (B) Partly glazed partly panelled or fully glazed single leaf alunminiumswing door made of extruded and annodized alloy aluminium sections, fabrication including cutting to proper shape and size, drilling and aligning, fitted with heavy duty hydraulic action floor sping placed in the floor with mending damages,with top pin assembly of approve make and brand, fitted with in built locking arrangement, flush bolt, glazing clips and all other necessary fittings, fixtures, adhesives and joineries, cutting glass of approved make to requisite shape and size fitting with dry setneoprene or EPDM gasketing, cutting to requisite shape and size panel board (prelaminated particle block) fixing them with glazing clips as per drawing, specification and direction of Engineer in charge. 61 Supplying bubble free float glass of approved make and brandconforming to IS: 2835-1987. i) 4mm thick clear glass. 62 5mm thick clear glass 63 Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filledwith foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP) . (b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating) 64 Supplying profiles of required section made of Aluminium AlloyExtrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - InCharge. (Payment will be made on finished length of the work).(A) In 10-12 Micron thickness Annodizing film. i)natural White j)Fixed partitions.(Unsupported length of vertical member upto 1.5 mtr. Height of both endsof vertical member restrained but panels within 0.9 sq.m.)Top,bottom & side member 65 Intermediate member. 66 Glazing clip. 67 Supplying heavy duty hydraulic double action floor spring along with toppin/set of pivots conforming to IS: 6315 or any approved make as perdirection of Engineer in charge. 68 Supplying heavy duty top pin/set of pivots of local make and approved by the Engineer-in-charge. (This item to be provided where floor spring not 69 Supplying concealed type heavy duty PVC headed aluminium tower boltfor double leaf doors as per approved make and brand as per direction ofEngineer-in-Charge.250 long 70 Supplying EPDM gusket of approved make and brand as per direction of Engineer in charge.(weatger gasket/woolpile) 71 Filling the gap in between aluminium frame & adjacent RCC / Brick/ Stone work by providing weather silicon sealant over 6mm dia backer rod of approved quality as per architectural drawings and direction of Engineer-in-Charge complete. Upto 5 mm depth and 5 mm width 72 Extra for each additional floor. 73 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including, rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface including threading nosing and drip course where necessary.i) With 1:6 cement mortar.a) 20 mm thick plaster.in ground floor 74 a.2) In first floor 75 15 mm th.b.1) In ground floor. 76 b.2) In first floor 77 ii) With 1:4 cement mortar.c) 10 mm thick plaster.c.1) In ground floor 78 Neat cement punning about 1.5mm. thick in wall, dado, window sills, floor, drain etc. 79 Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) 80 Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats)i) Standard Quality 81 Applying Exterior grade Acrylic Primer of approved quality and brand on plastered or concretesurface old or new surface to receive decorative textured (mat finish) or smooth finish acrylic exterior Immersion paint including scrapping and preparing the surface thoroughly, complete as per manufacturers specification and as per direction of E.I.C(i)One coat in ground floor 82 2) In first floor 83 Protective and decorative Acrylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrylic primer as required.The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.b) NORMAL Acrylic Emulsionin ground floor(two coat) 84 2) In first floor(Two coat) 85 Removing loose scales, blisters etc. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint. 86 a ) Priming one coat on timber or plastered or surface with synthetic oil bound primer of approved quality including smooth ening surfaces by sand papering etc. (This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.) 87 b ) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. (This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.) 88 (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary.(a) On timber or plastered surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) 89 (b) On steel or other metal surface :--------With super gloss (hi-gloss) ------(iv) Two coats (with any shade except white) 90 (iii) One coat (with any shade except white) 91 Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall) (i) 3 mm thick (weighing 7.4 kg/Sq.m) 92 (ii) 4 mm thick 93 Renewing worn out putty of glass panes :(a) Panes not exceeding 0.2 Sq.m 94 Supply fitting approved type ventilator in position after cutting holes in walls setting in cement mortar, mending damages to wall and plaster and two costs of point of approved brand and shade.(b) R.C.C ventilator of 20 mm. thicki) Upto 0.10 Sqm. Area 95 Artificial stone in floor, dado, staircase etc with cement concrete(1:2:4) with stone chips, laid in panels as directed with toppingmade with ordinary or white cement In ground floor. (as necessary) and marble3 mm. thick topping (High polishing grinding on this item is notpermitted with ordinary cement).(ii) 25 mm th.(i) Ground floor 96 Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wallafter unscrewing bolts, nuts, screws etc.andstacking the material at site as directed. 97 Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)(i) In Roof:-b) With 0.60 mm thick sheet 98 (ii) In wall:-a) With 0.60 mm thick sheet 99 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. 100 (f) 25 mm to 30 mm shuttering without staging in foundation 101 Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming toIS:13592-1992 with all necessary clamps nails, including making holes inwalls, floor etc. cutting trenches in any soil through masonry concretestructures etc if necessary and mending good damages including joining withjointing materails (SpunYarn,Valamoi/Bitumen/M-Seal etc) complete.A) UPVC Pipes:(ii) 110 mm. Dia. 102 B) UPVC Fittings:a) Plain Tee(ii) 110 mm. Dia 103 b) Plain Y(ii) 110 mm. Dia 104 c) Bend 87.5 degree (ii) 110 mm. Dia 105 d) Shoe c(ii) 110 mm. Dia. 106 Uprooting and removing plants from the surface of wallsparapet etc and making good damages. (Repairing ofdamages to be paid separately) 107 Renewing throating,nosing or drip course moulding with 15 mm.thick cement plaster (1:4) complete. (Cement 0.7Kg/Mtr.)In ground floor. 108 Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in- Charge prior to execution will be necessary).(Payment to be made on area cleared) 109 Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union cross, elbow nipple, long screw reducting socket reducing tee, short piece etc. fitted withholder bats clamps, including cutting pipes, making threads, fitting fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground (payment will be made on the center line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials) FOR EXPOSED WORK15MM DIA MEDIUM QUALITY 110 ii) 20 mm dia medium quality 111 ii) 25 mm dia medium quality 112 Chromium plated round shower with revolving joint (Equivalent toCode No. 541(N) & Model - Tropical / Sumthing Special of ESSCO orsimilar brand). 113 Supplying, fitting and fixingpillar cock ofapproved make---CP pillar cock-15mm(Equivalent to Code No. 507 & Model -Tropical / Sumthing Special of ESSCO or similar brand) 114 Supplying, fitting, fixing G.M wheel valve of approved brand and made tested to 21 Kg. Per sq. cm. (for water lines only.) --- i)20mm. 115 ii)25mm 116 11)40mm 117 Supplying fitting fixing bib cock Chromium plated Bib Cock short body (Equivalent to Code No. 511& Model - Tropical / Sumthing Special of ESSCO or similar brand). 118 b)i.Chromium plated Stop cock [Equivalent to Code No.513(A) & 513(B) & Model - Tropical/Sumthing of ESSCO or similar brand] 119 Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver redas per I.S. 3438 / 1965 together with brass C.P. hinges.(i) 450 mm X 300 mm 120 Supplying, fitting and fixing Anglo-Indian W.C. in white glazed vitreous china ware of approved make complete in position with necessary bolts, nuts etc. b) With S trap (with vent) 121 Supplying, fitting and fixing towel rail with two brackets.a) C.P. over brass.b) I) 25 mm dia and 450 mm long 122 Supplying, fitting and fixing 18 mm. thick marble partition slab with chawk doongri marble square cut, both sides polished with two front corners rounded and edges polished. 123 Supplying, fitting and fixing white vitreous china best quality approvedmake wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks,C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillarcock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approvedquality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approvedquality P.V.C. connection pipe with heavy brass C.P. nut includingmending good all damages and painting the brackets with two coats ofapproved paint.(i) 450 mm X 300 mm size 124 Supplying, fitting and fixing Orissa pattern water closet in white glazedvitreous chinaware of approved make in position complete excluding P orS trap (excluding cost of concrete for fixing).(i) 580 mm X 440 mm each 125 Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. Specification withP.V.C fitting complete, C.I. brackets including two coats of painting to bracket etc. 126 Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make withnecessary fixing materials and clamps complete.i) Polythene Flush Pipe 127 Flat back urinal (half-stallin urinal)in white vitreous china ware of approved make (CERA/HINDWARE)supplied,fitted and fixed in position with brass screw on75mmx75mmx75mm wooden block complete. (i) 635 mm X 395 mm X 420 mm each 128 Supplying ,fitting and fixing approved brand p.v.c. connector white flexible ,with both ends coupling with heavy brass C.P.nut 15mm dia.(i) 300 mm long 129 Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe,with PVC coupling at one end fitted with necessary clamps.900 mm long 130 Approved patent vent cowl I.C.I. conforming to I.S.S.a) 75 mm dia. 131 Supplying PVC water storage tank approved quality with closed top with lid (block). Multilayer. a) 1500 Litre capacity. 132 Labour for dismantling (i) 15 mm 133 (ii) 20 mm 134 100 mm 135 Refixing GI pipe with fittings with cleaning wher necessary(i) 15 mm 136 (ii) 20 mm 137 Removing chokage in G.I pipe including cleaning pipe(i) 15 mm 138 (ii) 20 mm 139 Renewing C.I. clamp for pipe including cutting hole in wall etc. and mending good all damages with cement concrete(4:2:1) with jhama chips and cement plaster (6:1) to match with and curing.15mm 140 (ii) 20 mm 141 Dismantling wash basin with brackets with or without waste fittings. 142 Dismantling E.P. or Anglo-Indian W.C. 143 Dismantling urinal. 144 Dismantling pillar cock of wash basin. 145 Cleaning glazed tiles with acid 146 Mazdoor 147 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80(medium duty) conforming to ASTMD - 1785 and threaded to match withGI Pipes as per IS : 1239 (Part - I). with all necessary accessories,specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short piece etc. fitted with holder batsclamps, including cutting pipes, making threads,fitting, fixing etc.complete in all respect including cost of all necessary fittings asrequired,jointing materials and two coats of painting with approved paintin any position above ground. (Payment will be made on the centre linemeasurements of total pipe line including all specials. No separatepayment will be made for accesories, specials. Payment for painting willbe made seperately)(a) For Exposed Work PVC Pipes 15mm 148 20 mm metredia 149 25 mm metredia 150 40 mm metredia 151 Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets. (a) Sink only (i) 530 mm X 430 mm x 180 mm 152 Supplying, fitting and fixing 15 mm swan neck tap with left & right handoperating nob with aerator (Equivalent to Code No. 510, 510(A) andModel - TROPICAL / SUMTHING SPECIAL of ESSCO or similar brand 153 Iron door ring of approved quality fitted and fixed with nut and washer complete. (i) 50mm dia. 154 Rendering the Surface of walls and ceiling with White Cement baseWATER PROOF wall putty of approved make & brand.(1.5 mm thick) 155 ii) Godrej Hydraulic door closer fitted and fixed complete.(c) Light type 156 Filling in foundation or plinth by fine sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity) 157 Removing sludge from septic tank, soak well etc. by methor labour including disposal of the same outside the compound as directed.(a) Upto 20 users:-(ii) Beyond a lead of 150 metre and outside the Municipal limit 158 Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc.etc.from road side masonary drain/ hume pipe drain/ culvert etc. by mathor labour after removing concrete.Slab/manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc.etc.by using iron pans,buckets including all labour, tools & plants including removing the spoils in dry condition and disposing the same by truck beyond the road side in conformity with municipal/corporation rules for such disposal including loading into truck and cleaning the road side in all respects as per direction of the Engineerin-Charge. 159 Renewing profile of rolling shutter including fitting fixing complete as per existing size and shape 160 Labour for taking out rolling shutter (only shutter portion) dismantling by parts for repair or (replacement of damaged parts only), rehanging and refitting the same in position after necessary repairs (excluding the cost of supply of new parts 161 Easing and oiling, cleaning collapsible gate and repairing to locking arrangements. 162 Easing and oiling, cleaning rolling shutters excluding repair to inside locks 163 Easing and oiling W.I. Gate or G.I. Gate. 164 Labour for hoisting plastic water storage tank.(i) Upto 1500 litre capacity.(a) Upto 1st story from G.L. 165 Extra for each additional story 166 Labour for lowering plastic water storage tank and stacking in places asdirected.(i) Upto 1500 litre capacity 167 (b) Extra for each additional story 168 Labour for punching hole in plastic water storage tank upto 50 mm dia 169 Labour for taking out (from fencing) line of wire (galvanised,strand or barbed) by drawing the same out through holes in thebody of the post or through holes formed by fixed staples.(Payment to be made on the length of the wire taken out.) 170 ) Supplying, fitting galvanised 3 ply 12 gauge / 4 points line ofbarbed wire in fencing (holes already made in the body of the post)or fixed by staples tightening and fixing the wires in taut conditionwith straining bolts including the cost of cutting and of lappingjoints in the wire as necessary but excluding the cost of galvanisedstaples,straining bolt and binding wire where necessary. 171 Supplying galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete. (i) 10 mm. dia. (a) 150 mm 172 Supplying galvanised staples fitted and fixed complete. (a) 19 mm. to 25 mm. size
Contract Date: Jun 23, 2026 Contract Value : ₹ 5.85 Lakh
Government Departments No of Bidders 3
West Bengal View Result →
34.
Rural Development #11334274 AOC
Tender For Surale Tejur Road To Sandip Joshi Vasti Road Tal.Junnar- 1 Part - A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 2 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 3 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 4 Excavationforfoundationinearth,soilofalltypes,sand,gravelandsoftmurum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthe buildingareaand stackingandspreadingasdirected,dewatering,preparingthebed forthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 5 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 6 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 7 Providingdry/trap/granite/quartzite/gneissrubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete. 8 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)(Non SCADA Item) 9 Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA with fine agreegates of requiredspecifications(Naturalsand /VSI sandfinely washed etc ), cement 4.05 bags/cumt) (Non SCADA Item) 10 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 11 Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.(Non SCADA Item) 12 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 13 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 14 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 15 Part - BBASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 16 CONCRETE. 2)Concrete Mix Design (With all Tests on basic materials) 17 SOIL / MURUM. 2)Liquid limit & plastic Limit. 18 Royalty For Rubble stone excluding royalty 19 Royalty For Hard Murum 20 Royalty For Murum at Site
Contract Date: Jun 23, 2026 Contract Value : ₹ 7.03 Lakh
Government Departments No of Bidders 4
Maharashtra View Result →
35.
Tourism #11320518 Technical Bid
Tender For Tourism Development Work Of Shri Ramjanaki Temple, Kotawari In Shahjahanpur District.-1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. All Kinds Of Soil Dsr-2.6.1 170.25 Cum 133.12 127.80 21757.52 In All Kind Of Soil Upto 1.5M To 3.0M. Depth 2.6.1+2.26.1 18.74 Cum 228.22 219.09 4106.24 In All Kind Of Soil Upto 3.0M To 4.5M. Depth 2.6.1+(2.26.1* 2) 6.37 Cum 323.31 310.38 1977.88 2 Excavation Of Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.50 Meter And Lead Upto 30 Meter And Including Filling, Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Sur-Plus Earth As Directed By The Engineer Incharge Up To A Distance Of 30 Meters From The Foundation Trenches. Dsr-2.1.1 35.61 Cum 97.38 93.49 3329.14 3 Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 And For All Lift. Dsr-2.25 8.70 Cum 147.00 141.12 1227.84 4 Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete Dsr-2.25(A) 55.60 Cum 525.36 504.34 28041.40 5 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) Dsr-4.1.8 70.78 Cum 5108.83 4904.47 347162.56 6 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. Dsr-2.27 26.31 Cum 1592.76 1529.05 40229.27 7 Diluting And Injecting Chemical Emulsion For Postonstructional Anti-Termite Treatment (Excluding The Cost Of Chemical Emulsion) : Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration Dsr-2.35.3.1 194.47 Sqm 232.53 223.23 43411.24 8 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). Dsr-5.3 82.66 Cum 8628.83 8283.68 684729.10 9 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size De Rived From Natural Sources) Footing Dsr-5.1.2 21.98 Cum 6784.08 6512.72 143149.60 10 Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Dsr-5.2.2 22.97 Cum 8139.44 7813.86 179484.39 Abstract Of Cost Delhi Schedule Of Rate Effective From 12/07/2023 X (0.735X106/107X1.03) Has Been Followed. Proposed Tourism Development Of Ramjanki Temple At Kotawari, Tilhar, Sahjahanpur, U.P. 11 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Dsr-5.9.5 257.49 Sqm 552.28 530.19 136518.66 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Dsr-5.9.3 407.10 Sqm 695.41 667.60 271778.96 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete Dsr-5.9.1 63.96 Sqm 294.10 282.34 18058.37 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts Dsr-5.9.6 208.86 Sqm 720.95 692.11 144554.66 15 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Dsr-6.1.1 16.84 Cum 5527.80 5306.69 89341.45 16 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Dsr-6.1.2 51.30 Cum 5349.01 5135.05 263427.92 17 Providing And Laying Damp-Proof Course 50Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20Mm Nominal Size Derived From Natural Sources). Dsr-4.11 2.14 Sqm 371.80 356.93 763.83 18 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. Dsr-4.13 44.55 Sqm 109.61 105.22 4687.75 19 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Dsr-6.4.2 80.04 Cum 6829.23 6556.06 524747.32 20 Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Dsr-6.13.2 60.18 Sqm 842.82 809.11 48692.17 21 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Dsr-5.22A.6 186.64 Qtl 8088.48 7764.94 1449250.34 22 15 Mm Cement Plaster On Plinth Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Coarse Sand) Dsr-13.5.1 65.74 Sqm 308.80 296.45 19488.62 23 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.5.2 252.10 Sqm 296.50 284.64 71758.35 24 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.4.2 609.85 Sqm 257.73 247.42 150888.63 25 Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To R.C.C. Projections. Dsr-5.30 315.01 Rm 58.80 56.45 17781.09 26 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate Dsr-11.3.1 29.40 Sqm 460.63 442.21 13000.95 27 Cement Plaster Skirting Up To 30 Cm Height, With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished With A Floating Coat Of Neat Cement.18 Mm Thick Dsr-11.6.1 3.35 Sqm 496.52 476.66 1596.81 26 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm Dsr-11.41.2 137.75 Sqm 1165.05 1118.45 154065.99 27 Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To |.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm Dsr-11.46.2 10.17 Sqm 1217.25 1168.56 11884.22 28 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Dsr-11.37A 148.53 Sqm 812.00 779.52 115781.77 29 Providing And Laying Rectified Glazed Ceramic Floor Tiles Of Size 300X300 Mm Or More (Thickness To Be Specified By The Manufacturer), Of 1St Quality Conforming To Is : 15622, Of Approved Make, In Colours White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement: 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Dsr-11.39 4.40 Sqm 997.47 957.57 4213.30 30 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Ordinary Cement Without Any Pigment 11.20.4 6.12 Sqm 792.24 760.55 4654.54 31 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors,Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note: Butt Hinges And Necessary Screws Shall Be Paid Separately) 35 Mm Thick Dsr-9.5.1.1 6.30 Sqm 3083.86 2960.50 18651.18 32 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors,Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note: Butt Hinges And Necessary Screws Shall Be Paid Separately) 30 Mm Thick Dsr-9.5.1.2 83.22 Sqm 2810.38 2697.97 224524.67 33 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters: 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws Dsr-9.21.1 15.33 Sqm 1794.43 1722.65 26408.23 34 Providing 40X5 Mm Flat Iron Hold Fast 40 Cm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embedding In Cement Concrete Block 30X10X15Cm 1:3:6 Mix (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). Dsr-9.53 128.00 Nos 171.63 164.77 21090.11 35 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding Dsr-9.48.1 937.05 Kg 164.32 157.75 147816.54 36 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10X10 Cm Of C.C. 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). Dsr-10.13.1 100.80 Kg 106.27 102.02 10283.67 37 Providing And Fixing Angle Iron Frames For Doors, Windows And Ventilators Of Mild Steel Angle Sections Of Size 35X35X5 Mm, Joints Mitred And Welded By Angle Iron 35X35X5 Mm Or 35X 5 Mm Flat Pieces To The Existing T-Iron Frame Or To The Wall With Dash Fastener, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer, All Complete As Per The Direction Of Engineer-In-Charge. Dsr-10.31 125.00 Kg 97.87 93.96 11744.60 38 Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-Incharge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). Dsr 10.28 133.33 Kg 579.28 556.11 74146.05 39 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).(Sal Wood) Dsr-9.1.2 1.61 Cum 87387.28 83891.79 135065.79 40 Fixing Of Door, Windows/Ventilators Chaukhats In Position. (A) Door Chaukhats Above 1.5 Sqm To 5.0Sqm Mr 19.00 Nos 150.00 144.00 2736.00 (B) Window Chaukhats Above 1.5 Sqm 12.00 Nos 100.00 96.00 1152.00 (C) Ventilator Chaukhats 7.00 Nos 50.00 48.00 336.00 41 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade: New Work (Two Or More Coats Applied @ 1.43 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) Dsr-13.47.1 407.00 Sqm 128.32 123.19 50137.46 42 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Dsr-13.41.1 434.15 Sqm 139.23 133.66 58030.01 43 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. Dsr-13.80 841.15 Sqm 117.03 112.35 94505.07 44 Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete :250X16 Mm Dsr-9.62.2 11.00 Nos 145.27 139.46 1534.05 45 Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, (Barrel Type) With Necessary Screws Etc. Complete : 250X10 Mm Dsr-9.63.1 21.00 Nos 62.92 60.41 1268.53 200X10 Mm Dsr-9.63.2 65.00 Nos 52.05 49.97 3247.81 46 Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete :100 Mm Dsr-9.66.2 54.00 Nos 24.41 23.44 1265.50 47 Providing And Fixing Bright Finished Brass Hanging Type Floor Door Stopper With Necessary Screws, Etc. Complete Dsr-9.82 1.00 Nos 91.23 87.59 87.59 48 Providing And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations: (A) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is. 2645 And Approved By Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. (B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin- Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin- Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge. (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep. (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.“All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge : With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm Dsr-22.7.1 198.55 Sqm 1263.41 1212.87 240815.58 49 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture Dsr-13.48.3 144.65 Sqm 128.02 122.90 17777.47 50 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture Dsr-13.48.2 209.70 Sqm 132.18 126.90 26610.03 51 Providing & Fixing Panes Of Glass With Equal Or Equivalent I.S.I Marked Quality Putty. Brads And Springs And Including Supply Of All Materials And Labour Etc Complete . 3.8 To 4.7 Mm Thick Dsr-10.30.1 44.76 Sqm 805.96 773.72 34631.80 52 Supply And Fixing Of Drop Down Rail / Grab Bars Mr 4.00 Nos. 4400.00 4224.00 16896.00 53 Providing, Driving With Hydraulic Piling Rigs With Power Units And Installing Driven Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Shoe And The Length Of Pile To Be Embedded In The Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured From Top Of Shoe To The Bottom Of Pile Cap) : 400 Mm Dia Piles Dsr-20.1.1 48.00 Rm 2075.18 1992.17 95624.30 54 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) : 30 Mm Thick Dsr-8.14.1.5 50.74 Sqm 3971.79 3812.92 193478.98 55 Stone Work In Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Including Pointing With Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade Both Face Dressed Red Sand Stone Dsr-7.12.1.1 3.56 Cum 51218.78 49170.03 175241.97 56 Extra For Stone Work Ashlar Sunk Or Moulded Or Sunk And Moulded Or Carved In : Triangular Or Square Or Rectangular Pillars Dsr-7.21.1 3.56 Cum 2834.15 2720.79 9696.89 57 Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. Dsr-8.15 99.58 Kg. 535.78 514.35 51219.04 58 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) :Red Sand Stone - Exposed Face Machine Cut And Table Rubbed With Rough Backing. 50Mm Dsr 8.14.1.3 37.80 Sqm. 4342.28 4168.59 157572.62 59 Providing And Fixing Copper Pins 7.5 Cm Long 6 Mm Diameter For Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases. Dsr 8.16 30.00 Nos. 32.92 31.61 948.21 60 Providing And Fixing Stone Jali 40 Mm Thick Throughout In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc. Red Sand Stone Dsr 7.33.1 4.50 Sqm. 11198.29 10750.35 48376.59 61 Stone Work, Plain In Copings, Cornices, String Courses And Plinth Courses, Upto 75 Mm Thick In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand), Including Pointing With White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade.: Red Sand Stone Dsr 7.32.1 0.47 Cum. 70303.46 67491.32 31720.92 62 Carving & Engraving Work On Red Sand Stone (Labour Only) M.R. 9.73 Sqm. 15615.00 14990.40 145856.59 63 Manufacturing, Supplying And Fixing Retro Reflective Overhead Signage Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity And Encapsulated Lens Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iii Of Astm-D-4956-01 As Approved By Engineer-In-Charge, Letters, Borders Etc. As Per Irc : 67-2001 In Silver White With Blue Colour Back Ground And With High Intensity Grade, Pasted On Substrate By Pressure Sensitive Adhesive Backing Which Shall Be Activated By Applying Pressure Conforming To Class Ii Of Astm-D-4956-01 And Fixing The Same To The Plate Of Structural Frame Work By Means Of Suitable Sized Aluminium Alloys, Rivets Or Bolts & Nuts @ 300 Mm Centre To Centre All Along The Periphery As Well As In Two Vertical Rows Along With Theft Resistant Measures, Including The Cost Of Painting With Two Or More Coats Of Epoxy Paint In Grey Colour On The Back Side Of Aluminium Sheet Including Appropriate Priming Coat. The Rate Includes The Cost Of Rounding Off The Corners, Lowering Down The Structural Frame Work From The Gantry, Fixing And Erecting The Same In Position All Complete As Per Drawings, Specification And Direction Of The Engineerincharge.( Structural Frame Work Including M.S. Plate To Be Provided Separately. Rectangular Area Of The Sheet Only Shall Be Measured For Payment). Overhead Informatory Road Signage Dsr 16.60.1 8.64 Sqm. 4409.78 4233.39 36576.45 64 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Dsr 8.2.2.2 34.45 Sqm 3852.10 3698.01 127396.50 65 Making Plinth Protection 50 Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand (Zone-Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. Dsr-4.17 6.00 Sqm 561.96 539.48 3236.87 66 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50 Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge.80 Mm Thick C.C. Paver Block Of M-35 Grade With Approved Colour Design And Pattern Dsr-16.91.2 207.07 Sqm 818.60 785.85 162723.31 1 Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fitting And Fixtures Completed Including Cutting And Making Good The Walls And Floors Wherever Required.White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests 17.1.1 2.00 Nos. 5075.38 4872.36 9744.73 2 Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Isi Marked White Solid Plastic Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete Including Cutting And Making Good The Walls And Floors Wherever Required. W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 17.2.1 3.00 Nos. 4886.50 4691.04 14073.11 3 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require A) White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap. 17.7.4 4.00 Nos. 1409.35 1352.98 5411.91 4 Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260X350 Mm And 340X410X265 Mm Sizes Respectively With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.I Clamps Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required A) One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern 17.4.1 3.00 Nos. 4918.90 4722.14 14166.42 5 Providing And Fixing Flexible P.V.C. Waste Pipe For Sink Or Wash Basin Including Pvc Waste Fittings Complete. Flexible Pipe 17.28.2 A) 32Mm Dia 17.28.2.1 4.00 Nos. 89.66 86.07 344.29 B) 40Mm Dia 17.28.2.2 2.00 Nos. 89.66 86.07 172.15 6 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. 17.31 4.00 No. 1205.92 1157.69 4630.74 7 Providing And Fixing Cp Brass Single Lever Lelephonic Wall Mixture Of Quality & Make And As Per Thedirection Of Enginer-Incharge. A) 15Mm Dia Nominal Dia. 17.22B 2.00 Each 5205.39 4997.17 9994.34 8 Providing And Fixing 8 Mm Dia C.P./S.S. Jet With Flexible Tube Upto 1 Meter Long With S.S. Triangular Plate For Eureopean Type W.C. Of Quality And Make As Approved By Engineer-In-Charge. 15Mm Nominal Bore 17.16A 2.00 Each 261.85 251.38 502.76 Sanitary Fixtures & Accessories : I 9 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. Dsr-17.73.2 1.00 Each 531.69 510.43 510.43 10 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. Dsr-18.65 1.00 Each 83.58 80.24 80.24 11 Providing And Fixing C.P. Brass Ablution Health Faucet Assembly With 1.0 M Long Braided Pvc Hose With Mounting Bracket Fixed On Wall Complete.[For Ewc]-Make-Jaquar Ald565 Mr 2.00 Each 1705.00 1636.80 3273.60 12 Providing And Fixing C.P. Brass Two-Way Angle Valve For Ewc Points & For Fixing Ablution Health Faucet Of Approved Quality Conforming To Is:8931. 15 Mm Nominal Bore-Essco Sqt 526A Mr 2.00 Each 1335.00 1281.60 2563.20 1 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A Including Jointing With Seal Ring Conforming To Is : 5382 Leaving 10 Mm Gap For Thermal Expansion . (I) Single Socketed Pipes. A) 110Mm Diameter 12.41.2 31.30 Mtr 283.04 271.72 8504.80 2 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size) Over Pvc Sheet 1M X 1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement,Punning,Rounding The Edges And Making And Finishing The Outlet Complete. A) 110Mm 12.22 7.00 Nos. 223.68 214.73 1503.13 3 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50X50Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. A) 110Mm 12.43.2 20.00 Nos. 278.47 267.33 5346.54 4 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I)Single Socketed Pipes. 110 Mm Diameter 12.41.2 Rm. 283.04 271.72 5 Providing And Fixing To The Inlet Mouth Of Rain Water Pipe Cast Iron Grating 15 Cm Diameter And Weighing Not Less Than 440 Grams. Dsr-12.44 8.00 Nos. 41.02 39.38 315.06 6 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Nsr 20.00 Rm. 485.00 465.60 9312.00 B) 90Mm Dia P.V.C. Pipe Nsr 25.00 Rm. 390.00 374.40 9360.00 6 Providing & Fixing Upvc Floor Trap Of Self Cleansing Design With Cp Jali Complete In All Respects. (Make : Supreme / Finolex / Prince) P-Trap Type Floor Trap 110 X 90 Mm Nsr 12.00 No. 195.00 187.20 2246.40 7 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/Accessories For Unplasticised Rigid Pvc Pipes Including Jointing With Seal Ring Leaving 10 Mm Gap For Thermal Expansion.. (Make : Supreme / Finolex / Prince) Door Tee 110X110X110 Mm Nsr 2.00 No. 280.00 268.80 537.60 110X110X90 Mm Nsr 2.00 No. 200.00 192.00 384.00 Bend 110 Mm Nsr 2.00 No. 170.00 163.20 326.40 Soil Waste & Vent Pipes And Fittings - Ii 90 Mm Nsr 2.00 No. 160.00 153.60 307.20 1 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge.Lls Etc. (Internal Work) I) Exposed On Wall A) 32Mm Nominal Dia Pipe 18.9.4 30.00 Rm. 328.94 315.78 9473.44 3 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings Including Fixing The Pipe With Clamps At 1.00M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. (Internal Work) I) Exposed On Wall A) 25Mm Dia Nominal Outer Dia Pipes 18.7.3 20.00 Rm. 301.15 289.11 5782.13 4 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I/C Fixing The Pipe With Clamps At 1.00M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testiang Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work Including Cutting Chases And Making Good The Walls Etc. A) 15Mm Dia Nominal Outer Dia Pipes 18.8.1 70.00 Rm. 373.34 358.40 25088.28 B) 20Mm Dia Nominal Outer Dia Pipes 18.8.2 20.00 Rm. 403.19 387.06 7741.18 C) 25Mm Dia Nominal Outer Dia Pipes 18.8.3 Rm. 470.42 451.60 5 Providing & Fixing G.I. Pipes Complete With G.I. Fittings & Clamps Including Cutting & Making Good The Walls Etc. (Internal Work) I) Exposed On Wall A) 25Mm Dia Nominal Bore (Medium Duty) Dsr-18.10.3 20.00 Rm. 413.76 397.21 7944.21 Ii) Concealed Pipe Including Painting With Anticorrosive Bitumatic Paint, Cutting Chases And Making Good The Wall. A) 15Mm Dia Nominal Bore Dsr-18.11.1 15.00 Rm. 435.32 417.91 6268.65 2 Painting G.I. Pipes And Fittings With Synthetic Enamel White Paint Over A Ready Mixed Priming Coat, Both Of Approved Quality For New Work. A) 15Mm Dia Nominal Bore. Dsr-18.38.1 15.00 Rm. 14.55 13.97 209.51 B) 25Mm Dia Nominal Bore. Dsr-18.38.3 10.00 Rm. 22.69 21.78 217.79 2 Providing And Fixing 45 Cm Long Unplasticised Pvc Connection Pipe With Brass Unions. A) 15Mm Nominal Bore Dsr18.21.2.1 4.00 Nos. 73.31 70.38 281.51 5 Providing & Fixing Cp Brass Bib Cock Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.49.1 7.00 Nos. 380.09 364.88 2554.19 6 Providing & Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms. A) 15Mm Nominal Bore 18.51.1 7.00 Nos. 599.19 575.22 4026.57 7 Providing & Fixing C.P. Brass Angle Valve For Basin Mixer And Gyser Points Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.53.1 14.00 Nos. 430.71 413.48 5788.75 8 Providing And Fixing Gun Metal Gate Valve With Wheel Of Approved Quality. A) 25Mm Dia Nominal Bore 18.17.1 2.00 Each 466.78 448.11 896.23 B) 32Mm Dia Nominal Bore 18.17.2 1.00 Each 517.18 496.50 496.50 C) 50Mm Dia Nominal Bore 18.17.4 Each 769.96 739.16 Water Supply Pipes And Fittings - Iii 9 Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete 20Mm Dia Nominal Bore 18.18.2 1.00 Each 346.86 332.99 332.99 A) 25 Mm Nominal Bore 18.18.3 2.00 Nos. 348.03 334.10 668.21 10 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Of Approved Brand And Manufacture With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. 18.48 A) Circular Tank 18.48 2500.00 Ltrs 8.25 7.92 19799.33 11 Providing And Fixing Stone Slab Table Rubbed, Edges Rounded And Polished Of Size 75X50Cm Deep And 1.8Cm Thick Fixed In Urinal Partitions By Cutting A Chase Of Appropriate Width With Chase Cutter And Embedding The Stone In The Chase With Epoxy Grout Or With Cement Concrete 1:2:4 (1Cement: 2Coarse Sand: 4Graded Stone Aggregate 6Mm Nominal Size) As Per Direction Of Engineerin-Charge And Finished Smooth. 8.10 Granite Stone Of Approved Shade Dsr-8.10.2 1.08 Sqm. 3038.79 2917.23 3150.61 1 Providing & Fixing Soil, Waste And Vent Pipes. A) 100Mm Dia Centrifugally Cast Iron S & S Pipe. Dsr17.35.1.2 6.00 Rm. 885.53 850.11 5100.67 2 Providing Lead Caulked Joints To Sand Cast Iron/Centrifugally Cast (Spun) Iron Pipes & Fitting Of Diameters. A) 100Mm Dsr-17.58.1 2.00 Each 466.86 448.18 896.37 3 Providing & Fixing M.S. Holder Bat Clamps Of Approved Design To Sand Cast Iron/Centrifugally Cast (Spun) Iron S & S Pipe Embeded In & Including Cement Concrete Blocks 10X10X10Cm. Of 1:2:4 Mix (1 Cement : 2 Coarse : 4 Graded Stone Aggregate 20Mm Nominal Size). Including Cost Of Cutting Holes & Making Good The Walls Etc. A) For 100Mm Dia Pipe. Dsr-17.37.1 2.00 Each 272.13 261.24 522.49 4 Providing & Fixing Cast Iron Trap Of Self Cleansing Design With Or Without Ventarm Complete, Including Cost Of Cutting & Making Good The Walls & Floors. A) 100Mm Inlet & 75Mm Outlet. Dsr17.60.2.1 1.00 No. 1481.31 1422.06 1422.06 5 Providing & Fixing Cast Iron Coller. A) 100Mm Dia. Dsr17.57.1.2 2.00 No. 384.85 369.46 738.91 6 Providing And Fixing Plain Cast Iron S & S Sanitary Bend. A) 100Mm Dsr17.39.1.2 2.00 Nos. 427.52 410.42 820.84 1 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Mr 7.50 M 485.00 465.60 3492.00 2 Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber With F.P.S. Bricks Of Class Designation 75 And Water Tight C.I. Cover With Frame Of 300 X 300Mm. Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design. A) 150 X 100 Mm. Size P Type With Sewer Bricks Conforming To Is : 4885 Dsr-19.4.2.1 1.00 Nos 2050.58 1968.56 1968.56 Soil Waste & Vent Pipes And Fittings - Ii Schedule Of Quantities For Internal Sewerage System - Iv 3 Constructing Brick Masonry Manhole In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Rcc Top Slab With 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement :4 Coarse Sand :8 Graded Stone Aggregate 40Mm Nominal Size) Inside Plastering 12Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With Floating Coat Fo Neat Cement And Making Channels In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nminal Size) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design 19.7 Inside Size 90X80Cms And 45Cms Deep Including Ci Cover With Frame (Light Duty) 455X610Mm Internal Diamensions Total Weight Of Cover And Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15Kg). 19.7.1 With Fps Bricks Of Class Designation 150 Dsr-19.7.1.1 1.00 Each 9577.59 9194.49 9194.49 External Sewerage Works 1 Excavating Trenches In All Kind Of Soil Of Required Width For Pipes. Including Excavation For Sockets And Dressing Of Sides, Ramming Of Bottoms, Including Getting Out The Excavated Soil & Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering, Etc & Disposing Of Surplus Excavated Soil As Directed Within A Lead Of 50M. Up To 1.50 M Depth Pipes 80 Mm To 300 Mm Diameter 2.10.1.2 20.00 Rm 264.10 253.54 5070.79 2 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. 160Mm Dia Under Floor (For External Sewer) Nsr 20.00 Metre 1190.00 1142.40 22848.00 3 Constructing Brick Masonry Manhole With F.P.S. Bricks In Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) Rcc Top Slab With 1 : 2 : 4 Mix (1 Cement : 2 Coarse Sand : 4 Grade Stone Aggregate 20Mm Nominal Size); Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1Cement 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 (1Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) Finishd With A Floating Coat Of Neat Cement Complete As Per Standard Design Inside Size 90 X 80 Cm & 45 Cm Deep Including Ci Cover With Frame (Light Duty) 455 X 610 Mm Internal Dimension Total Wt. Of Cover & Frame To Be Not Less Than 38 Kg (Wt. Of Cover 23 Kg And Wt. Of Frame 15 Kg) 19.7.1.1 3.00 Nos 9577.59 9194.49 27583.46 4 Extra For Depth For Manhole With F.P.S. Bricks Size 90 X 80 Cm 19.8.1.1 0.30 Rm 6618.83 6354.07 1906.22 5 Providing M.S. Foot Rests Including Fixing In Manholes With 20*20*10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design : With 20 X 20 Mm Square Bar 19.15.1 3.00 Nos 408.51 392.17 1176.51 6 Providing And Fixing Square Mouth S.W. Gully Trap Grade `A Complete With C.I. Grating Brick Masonry Chamber With F.P.S Bricks And Water Tight Ci Cover With Frame Of 300 X 300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design 180 X 150 Mm. Size P Type 19.4.3.1 2.00 Nos 2101.54 2017.48 4034.96 7 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 19.32.1 1.00 Nos 20145.75 19339.92 19339.92 8 Providing M.S. Foot Rests Including Fixing In Manholes With 20X20X10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design With 20X20 Mm Square Bar Dsr-19.15.1 8.00 Nos. 408.51 392.17 3137.37 9 Providing And Fixing S.C.I. Tee 150 Mm At The Inlet And Outlet Of Septic Tank. Dsr-7087 2.00 Nos. 621.00 596.16 1192.32 10 Providing And Fixing Soil, Waste And Vent Pipes:75 Mm Diameter Sand Cast Iron S&S Pipe As Per Is: 1729 Dsr17.35.2.1 3.00 Rmt. 783.54 752.19 2256.58 11 Providing & Fixing Of 75Mm Dia Sand Cast Iron S&S As Per Is - 1729 Terminal Guard. Dsr17.56.2.1 2.00 Nos. 255.52 245.30 490.59 12 Providing & Fixing 75Mm Plane Sand Cast Iron S&S Bend Of Required Drgtee. Dsr17.39.2.1 2.00 Nos. 282.18 270.89 541.78 13 Providing Lead Caulked Joints To Sand Cast Iron/ Cetrifugally Cast (Squn) Irons Pipes & Fitting Of 50 Mm Dia Dsr-17.58.2 2.00 Nos. 394.67 378.89 757.77 14 Providing And Fixing In Position Precast Rcc Manhole Cover And Frame Of Required Shape And Approved Quality.M.D. -10- Circular Shape 500Mm Internal Diameter Dsr19.19.2.2 2.00 Nos. 879.42 844.24 1688.49 1 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.10.3 51.00 Each 1115.37 1070.76 54608.68 2 Wiring For Twin Control Light Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, 2Way Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.11 4.00 Each 1187.60 1140.10 4560.39 3 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. Dsr 1.21.1 17.00 Metre 97.32 93.43 1588.26 4 Wiring For Circuit/ Submain Wiring Along With Earth Wire With The Following Sizes Of Frls/Hffr Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire Dsr 1.14.1 650.00 Metre 177.15 170.07 110542.86 5 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire Dsr 1.14.2 188.00 Metre 285.12 273.71 51457.72 6 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire Dsr 1.14.3 202.00 Metre 253.94 243.79 49244.67 7 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire Dsr 1.14.4 105.00 Metre 333.78 320.42 33644.59 8 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5/6 & 15/16 A Modular Socket Outlet And 15/16 A Modular Switch, Connections Etc. As Required Dsr 1.32 22.00 Each 445.54 427.72 9409.83 9 Supplying And Fixing Brass Batten/ Angle Holder Including Connection Etc. As Required Dsr 1.34 15.00 Each 99.60 95.62 1434.25 Electrical Works 10 Installation ,Testing, Commissioning Of Wall Bracket /Ceiling Fittings Of All Sizes And Shapes Containing Upto Two Ls/Cfl/Led Lamps Per Fitting, Complete With All Accessories Including Connections Etc. As Required. Dsr 1.35 1.00 Each 90.48 86.86 86.86 11 Supplying, Installation, Testing & Commissioning Of Led Recessed/ Surface Down Lighter (Round/ Square/ Rectangular) Smd Type Of Following Body Material With Pmma And Prismatic Diffuser And Construction As Per Is : 10322 With Driver As Per The Requirement With Driver Efficiency >85%, Operating Voltage Ac 140-270 Volt, Frequency 50/60 Hz, Operating Temp Range -50C To 400C, Internal Surge Protection Of 2.5 Kv With Short & Open Circuit Protection ,Thd < 10% , P. F.≥0.95, Ip20, Cri >80, Ugr (Unified Glare Rating) < 19, Flicker Free (Flicker Should Be Below 5%), Life Time (Led, Driver & Electrical Circuitry), Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends, Cct 3000°K /4000°K / 5700°K / 6500°K (As Per Ansi Bin), Sdcm (Standard Deviation Colour Matching) <3, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Confirming To Relevant Bis Standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing Complete In All Respect I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥105 And <120 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C) Powder Coated Die Cast /Extruded Aluminium Body Including Trim 18 Watt Mr 19.00 Each 700.00 672.00 12768.00 12 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required Dsr-5.4 3.00 Each 5681.03 5453.79 16361.37 13 Supplying And Laying 25 Mm X 5 Mm G.I Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) Dsr 5.9 55.00 Metre 109.48 105.11 5780.78 14 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. A) Single Pole Dsr-2.10.1 9.00 Each 194.64 186.85 1681.68 15 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 6 Way (4 + 12), Double Door Dsr-2.3.1 2.00 Each 1677.24 1610.15 3220.30 16 Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 4 Way (4 + 12), Double Door Dsr-2.4.1 1.00 Each 3110.42 2986.01 2986.01 17 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Dsr-2.10.3 2.00 Each 498.76 478.81 957.62 16 Installation, Testing And Commissioning Of Ceiling Fan, Including Wiring The Down Rods Of Standard Length (Upto 30 Cm) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required Dsr 1.45 10.00 Each 257.74 247.43 2474.35 17 Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Dsr 1.25 10.00 Each 280.55 269.33 2693.32 18 Installation Of Exhaust Fan In The Existing Opening, Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required. Upto 450 Mm Sweep Dsr-1.50.1 7.00 Each 342.14 328.45 2299.17 19 Extra For Fixing The Louvers/ Shutters Complete With Frame For A Exhaust Fan Of All Sizes Dsr-1.51 7.00 Each 157.38 151.09 1057.62 20 Supply, Installation, Testing And Commissioning Of Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Metal( Aluminium Alloy) Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Steel/Al Body Power Factor Not Less Than 0.9, Service Value (Cm/M/W) Minimum As Below, 350 Rpm (Tolerance As Per Is : 374-2019), Thd (Total Harmonic Distortion) Less Than 10%, Suitable For Operation With Regulator For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 0C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Ceiling Fan Compliant To Is 374:2019 Fan I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required. 9.2.3 10.00 Each 2075.64 1992.62 19926.18 21 Supplying And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cable 1100 Volts Grade At The Depth Of 750 Mm Bellow Ground Level Over A Cushion Of 75 Mm Thick Sand All Around And Protected With Burnt Bricks On Side And On Top .On Surface The Cable Run Shall Be Fixed On Ms Clamps Etc.Of Suitable Size Or As Directed By The Engineer-Incharge ,Complete In All Respect.The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. Following Size 10 Sqmm X 2 Core Mr 164.00 Rm 410.34 393.93 64603.77 22 Supply & Fixing Of 225/230Mm Sweep Ventilating (Light Duty) Exhaust Fan Complete With Metallic Blade (Steel Bird Guard Protector /Copper Motor For High Air Suction Performance /Capacitor Etc.), Noise Level : (45 - 50) Db, Power Consumption : 45 W, Rated Voltage : 230 V, Rated Frequency : 50 Hz, Motor Type : Normal Speed. Complete In All Respect. Mr 7.00 Each 1665.00 1598.40 11188.80 23 Cost For Murals Work 32.40 Sqm 5850.00 5616.00 181958.40 24 Cost For Solar Street Light With 7M Pole Complete 15.00 Nos 22600.00 21696.00 325440.00 25 Cost For C.C. Bench 12.00 Nos 10000.00 9600.00 115200.00 26 Cost For Dustbin 6.00 Nos 4500.00 4320.00 25920.00 1. Trenching In Ordinary Soil Up To A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Of Surplus Soil, By Spreading And Neatly Levelling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or / And Manure Before And After Flooding Trench With Water (Excluding Cost Of Imported Earth, Sludge Or Manure).. (Horti) 2.1 159.24 Cum 74.51 71.53 11389.98 2 Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 5 Km Lead Complete (Earth Measured In Stacks Will Be Reduced By 20% For Payment). (Horti) 2.2 79.62 Cum 491.88 472.21 37597.13 Horticulture 3 Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Upto 5 Km Lead Complete (Manure Measured In Stacks Will Be Reduced By 8% For Payment) : Screened Through Sieve Of I.S. Designation 20 Mm (Horti) 2.4.1 106.16 Cum 242.46 232.76 24709.88 4 Spreading Of Sludge, Dump Manure And / Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And / Or Good Earth To Be Paid Separately). (Horti) 2.8 159.24 Cum 49.94 47.94 7634.64 5 Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge (Horti) 2.9 159.24 Cum 34.87 33.47 5330.39 6 Grassing With Selection No.1 Grass Including Watering And Maintenance Of The Lawn For 30 Days Or More Till The Grass Forms A Thick Lawn, Free From Weeds And Fit For Mowing Including Supplying Good Earth, If Needed (The Good Earth Shall Be Paid For Separately). In Rows 5 Cm Apart In Both Directions. (Horti) 2.10.1 530.80 Sqm 16.89 16.21 8604.46 7 Providing And Displaying Of Aglaonema Silver Queen Having 30 Cm To 45 Cm. Ht. With 12 To 15 Leaves, Multi Suckers, Fresh And Healthy Leaves, Well Developed In 25 Cm Dia Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.8 60.00 Each 154.50 148.32 8899.22 (Horti) Dsr 3.8 8 Providing And Displaying Of Aglaonema Dove Variety Having Ht. 30 Cm To 45 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.4 75.00 Each 77.42 74.32 5574.03 (Horti) Dsr 3.4 9 Providing And Displaying Of Aglaonema Marentifolium Variety Having Ht. 23 Cm To 30 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy With Colorful Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.10 50.00 Each 64.54 61.96 3097.83 (Horti) Dsr 3.10 10 Providing And Displaying Of Chamaedorea Elegans Palm Having Ht. 60 Cm To 75 Cm, Well Developed With Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.26 50.00 Each 102.70 98.59 4929.51 (Horti) Dsr 3.26 11 Providing And Displaying Of Croton Baby Golden Variety Having Ht.30 Cm And Above, Well Developed With Full Of Fresh And Healthy Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.28 150.00 Each 39.11 37.55 5632.42 (Horti) Dsr 3.28 12 Providing And Displaying Of Croton Golden (Broad Leaves) Having Ht. 60 Cm To 75 Cm With 3 To 4 Branches, Well Developed, Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.32 150.00 Each 53.81 51.65 7748.01 (Horti) Dsr 3.32 13 Providing And Displaying Of Dieffenbachia Tropic-Snow Having Ht. 60 Cm & Above With 8 - 10 Leaves, Well Developed, Fresh & Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.40 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.40 14 Providing And Displaying Of Dieffenbachia Mosaic Having Ht. 30Cm To 45 Cm With 10-12 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.41 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.41 15 Providing And Displaying Dianthus In Different Colour Well Developed With Fresh & Healthy Foliage 30 Cm Ht., In Full Bloom With Stacking In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.29 50.00 Each 51.79 49.72 2486.05 (Horti) Dsr 4.29 16 Providing And Displaying Gazania Hybrid In Different Colour Well Developed With Fresh & Healthy Foliage With Full Bloom In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-Incharge. (Horti) 4.31 150.00 Each 61.63 59.16 8874.49 (Horti) Dsr 4.31 17 Providing And Displaying Gaillardia Double Hybrid Variety Well Developed 30 To 45 Cm Ht 20 To 30 Fresh & Healthy Flower With Green Painted Bamboo Stick In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.75 120.00 Each 51.85 49.78 5973.11 (Horti) Dsr 4.75 18 Providing And Stacking Of Plant Mogra Of Height 25 To 30 Cm., 2 To 3 Branch In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.88 100.00 Each 44.03 42.27 4226.60 (Horti) Dsr 4.88 19 Providing And Stacking Of Plant Canna Dwarf Of Height 25 To 30 Cm., 2 To 3 Suckers In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.89 100.00 Each 34.25 32.88 3287.87 (Horti) Dsr 4.89 20 Bush Rose In Different Colour 2 To 3 Healthy Branch 30 Cm And Above Ht. Well Developed With 8 Or More Flowers / Flower Buds In 20 Cm Earthen Pot /Plastic Pot As Per Direction Of The Officer-Incharge. (Horti) 4.90 100.00 Each 24.47 23.49 2349.13 (Horti) Dsr 4.90 21 Providing And Displaying Budded Rose (H.T. Variety) 3 To 4 Healthy Branch 30 Cm And Above Ht. Well Developed With One And Above Flower Plant In 20 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.91 100.00 Each 31.29 30.04 3003.96 (Horti) Dsr 4.91 22 Providing And Displaying Standard Rose (H.T. Variety) 3 To 4 Healthy Branch 90 Cm And Above Ht. Well Developed With One And Above Flowers In 25 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.93 75.00 Each 143.77 138.02 10351.28 (Horti) Dsr 4.93 23 Providing And Stacking Of Plumeria Rubra Of Height 120-150 Cm. With 3-4 Branches And Thick Stem In Big Size Hdpe Bags As Per Direction Of The Officer-In-Charge. (Horti) 7.72 75.00 Each 381.60 366.34 27475.20 (Horti) Dsr 7.72 24 Providing And Stacking Of Polyalthia Longifolia (Ashok) Of Height 180-195 Cm. In Gunny Bag Of Size 30 Cm As Per Direction Of The Officer-Incharge. (Horti) 7.75 75.00 Each 95.40 91.58 6868.80 (Horti) Dsr 7.75 25 Providing And Stacking Of Saraca Indica (Sita Ashok) Of Height 105-120 Cm. In Big Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge. (Horti) 7.80 75.00 Each 76.32 73.27 5495.04 (Horti) Dsr 7.80 26 Providing And Stacking Of Terminalia Arjuna Of Height 150-165 Cm. In Big Polybags Of Size 25 Cm As Per Direction Of The Officerin-Charge. (Horti) 7.88 75.00 Each 57.24 54.95 4121.28 (Horti) Dsr 7.88 27 Providing And Stacking Of Calliandra, Emarginata Of Height 45-60 Cm. In Earthen Pot Of Size 20 Cm As Per Direction Of The Officer-Incharge. (Horti) 8.5 150.00 Each 33.39 32.05 4808.16 (Horti) Dsr 8.5 28 Providing And Stacking Of Nerium Oleander (Kaner) Of Height 60- 75 Cm. With 5-6 Branches In Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
36.
Educational and Research Institute #11316829 AOC
Bids Are invited for Customized Amc/Cmc For Pre-Owned Products - Construction; Construction; Comprehensive Maintenance Contract (Cmc); Not Applicable; Yes - Providing And Laying Of Rcc Platform To Raised Flooring With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Aggregate : 4 Aggregate ) With Specific Area As Per Required And As Per Direction Of Site In Charge , Supplying, Fitting And Fixing 8Mm Thick Laminated Wooden Flooring Work Conforming To En13329:2006 With Plank Size Not Iess Than 1200 Mm X 190 Mm (With Unilin/Tongue-Groove Locking Arrangement) Having 0.2Mm Thick Top Abrasive Layer Over A Decorative Layer Followed By A High-Density Fibreboard (Hdf) Having Density > 850 Kg/M3 Substrate Core Over A Resin Saturated Backing Layer And Installing Through Unilin Or Tongue- Groove System (Having Locking Strength Not Less Than 1000 Kg/M) Over A 2 Mm Thick Under Layer Polyurethane Foam On Polythene Sheet 250 Micron, Over A Smooth, Flat, Hard Subfloor Free From Moisture (< 8%), Grease Etc. Complete In All Respect With Requisite Accessories Like End Profile, Transition Profile, Reducer T Profile Etc. Wherever Required And Preparation Of Base Including All Other Incidental Works As Per Direction & Satisfaction Of Engineer In Charge. Cost Of Laminate Floor Accessories Only (Skirting ,End Edge, T- Moulding, Reducer) Shall Have To Be Added Separately, Wherever Required As Directed By Engineer In Charge In Approved Shade & Colour As Per Drawing Specification ( Including All Lead And Lift )(Basic Rate :-Rs 180/- Per Sft) , Supplying Laminate Floor Accessories (Skirting, End Edge, T Moulding Reducer ) To 8Mm Thick Laminated Wooden Flooring Work Conforming To En13329:2006 With Plank Size Not Iess Than 1200Mmx 190 Mm (With Unilin/Tongue-Groove Locking Arrangement) Having 0.2Mm Thick Top Abrasive Layer Over A Decorative Layer Followed By A High-Density Fiberboard (Hdf) Having Density > 840 Kg/M3 Substrate Core Over A Rasin Saturated Backing Layer And Installing Through Unilin Or Tongue- Groove System (Having Locking Strength Not Less Than 1000 Kg/M) Over A 2 Mm Thk Under Layer Polyurethane Foam On Polythene Sheet 250 , Providing And Fixing Wall Panelling With Wpc Luvar Or Fluter Panel With 12 Mm Thick , Approved Colour , Pattern , Design , Shade, Fixing With Required 12 Mm Ply For Support As Per Required Area And As Per Direction Of Site In Charge , Providing And Fixing 15 Mm Thick Densified Tegular Edged Eco Friendly Light Weight Calcium Silicate False Ceiling Tiles Of Approved Texture Of Size 595 X 595 Mm In True Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections (Galvanising @ 120 Grams Per Sqm Including Both Side) Consisting Of Main T Runner Suitably Spaced At Joints To Get Required Length And Of Size 24X38 Mm Made From 0.33 Mm Thick (Minimum) Sheet, Spaced 1200 Mm Centre To Centre, And Cross T Of Size 24X28 Mm Made Out Of 0.33 Mm (Minimum) Sheet, 1200 Mm Long Spaced Between Maint At 600 Mm Centre To Centre To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24 X28 Mm Made Of 0.33 Mm Thick (Minimum) Sheet To Be Inter Locked At Middle Of The 1200X 600 Mm Panel To From Grid Of Size 600X600 Mm, Resting On Periphery Walls /Partitions On A Perimeter Wall Angle Pre-Coated Steel Of Size(24X24x3000 Mm Made Of 0.40 Mm Thick (Minimum) Sheet With The Help Of Rawl Plugs At 450 Mm Centre To Centre With 25 Mm Long Dry Wall Screws @ 230 Mm Interval And Laying 15 Mm Thick Densified Edges Calcium Silicate Ceiling Tiles Of Approved Texture In The Grid, Including, Cutting/ Making Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc., Wherever Required. , Providing And Fixing Electrical Work For Conference Room Including Wiring Inside Room Floor And Provision For Ac And Celling Light 600 X 600 Roof 36 Watt With Switches And Socket Power , And Underground Wiring With In Room As Per Required Including 2.5 To 6Mm Copper Wire As Where Required , Modular Switches And Power Socket With 4 Nos Wall Fan , Electrical Wiring With Room Complete As Per Direction Of Site In Charge , Providing And Fixing Cupboard Shutter With 19 Mm Thick One Side Decorative And Other Side Balancing Lamination Factory Pressed Bwp Grade Marine Ply As Per Is 710 Of Approved Brand Including 2 Mm Thick Pvc Edge Banding Tape With Hot Glue By Edge Bending Machine Etc. With Auto Closing Spring Loaded Hinges (Hydraulic Type) Etc. Complete As Per Direction Of Engineer-In-Charge. (Payment Of Providing And Fixing Auto Closing Hinges Shall Be Paid Separately) , Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters. , Providing And Fixing 18 Mm Thick Plywood For Extended Floor Area As Per Required Size With Proper Fixing With Nails And Fastner On Floor Or Wall As Per Direction , Providing And Fixing Computer Table For Lab Using 19 Mm Thick Hdmr Board With 1 Mm Thick Top Laminate With Required Lenth 5X.075X0.9 Mtr With Partiton Every 900 Mm Both Side 1Mm Laminate , With Wooden Stand For Foot Rest, And Fixing With Fastner, Nail , Edge Bending 19Mm Tape Matching Colour , Rawl,Plug, Stright With Proper Fixing As Per Direction Of Site In Charge, , Removing And Re Fixing Wooden Door As Per Required Size With Change Of Ss Hinges Fixing 35Mm Thick Screw With Fixig Margin As Per Required Area As Per Direction Of Site In Charge , Any Other Work Paid As Per Civil 2023 Dsr Actual Rate .. And As Per Cpwd Rule,Note: The Payment Of Dsr23 Items (Which Are Inclusive Of Gst) Shall Beregulated As Below:Rate Of Dsr23 Items & 27.0 Additional Miscellaneousitems I/C Gst = X
Contract Date: Ref. Documents Contract Value : ₹ 39.65 Lakh
Boards / Undertakings / PSU No of Bidders 3
Delhi View Result →
37.
Rural Development #11314838 AOC
Tender For Construction Of 01 No. E Type quarter At Phc Tainsi- 1 Earth work excavation in foundation hard soil including moorum, stoney earth mixed with boulders with all leads and lifts including dressing and levelling the bed and depositing the excavated earth away from the work site with all leads and lifts including cost of all labour and T&P and cess required for the work and etc. complete in all respect and as per the direction by the Engineer-in-charge. 2 Supplying, filling in foundation and plinth with sand in layers well watered and rammed including cost, conveyance, royalty of all the materials required for the work labour with T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 3 Cement Concrete of proportion(1:4:8) in foundation and plinth using 4cm size clean hard black granite metal of approved quality from approved quarry including hoisting, lowering and laying in layers not exceeding 15cm thick to the required level, ramming watering and curing etc.complete including cost, conveyance, royalty taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 4 Cement Concrete of proportion(1:3:6) in foundation and plinth using 4cm size clean hard black granite metal of approved quality from approved quarry including hoisting, lowering and laying in layers not exceeding 15cm thick to the required level, ramming watering and curing etc.complete including cost, conveyance, royalty taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 5 Fly Ash brick masonry in cement mortar (1:6) in foundation and plinth using Flyash bricks of 25x12x8 cm size having a crushing strength of not less than 50 kg./sq.cm including splays cutting, circular moulding, chamfering and cur belling, watering and curing etc. complete including cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 6 Cement concrete of proportion (1:2:4) using 12mm size hard granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete and compacting in layers not exceeding 15cm thick with proper packing and ramming each layer of concrete by means of vibrator including watering and curing etc.complete including cost, conveyance, royalty taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 7 Reinforced cement concrete M25 with clean hard crusher broken granite chips of 20mm and down graded size of approved quality from approved quarry including hoisting, lowering and laying concrete with necessary slope and smoothness to receive tar felting or terracing, watering and curing for four weeks, centring, shuttering and finishing the exposed surface and ceiling smooth to receive white washing or painting providing grooves or beads and fan hooks as per requirement in ceiling where necessary, cost of water, including cost, conveyance, royalty taxes of all the materials and labour, T&P and cess etc. complete in all respect but excluding cost of M.S rods or Tor steel and binding wire 18 to 20 gauge and labour charges for straightening, cutting, bending and binding and tying the grills and placing in proper position as per specification and direction of the Engineer-in-charge. 8 Column base 9 Columns & Beams 10 Plinth beams 11 Lintels 12 Chajja 13 Roof Slab 14 Lofts/shelves 15 Cutting, bending, binding and tying the grills and placing in proper position as per drawing and design including cost, conveyance and taxes of M.S rods and binding wire with all labour T&P and cess required for the work etc. complete in all respect in all floors(weight of binding wires will not be considered as measurement of M.S rods) as per specification and direction of the Engineer-in-charge. 16 Fly Ash brick masonry in cement mortar (1:6) in Superstructure using Flyash bricks of 25x12x8 cm size having a crushing strength of not less than 50 kg./sq.cm including splays cutting, circular moulding, chamfering and cur belling, watering and curing etc. complete including cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 17 20mm thick grading Cement plaster in C.M (1:4) over roof slab, finished smooth including watering curing and scaffolding with cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 18 16mm th Cement plaster in C.M (1:6) to brick work finished smooth including watering curing and scaffolding with cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 19 12mm th Cement plaster in C.M (1:6) to brick work finished smooth including watering curing and scaffolding with cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 20 Finishing surface of walls with cement based wall putty (Water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding, staging charges with cost of all materials taxes, labour T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 21 Wall priming one coat with approved primer with brush to wall surface after cleaning the surface including cost, conveyance, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 22 Wall painting two coats with plastic emulsion paint of approved shade on new work to give an even shade with approved shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 23 Finishing walls with Weather coat of approved shade on new work two coats, over a coat of priming, to give an even shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 24 Supplying and fitting-fixing of Un-plasticised poly vinyl chloride (UPVC). Casement Door - 60- Series duly manufactured using UPVC reinforced profiles of 60mmx55mmx2.5mm for outer frames, 102mmx60mmx2.25mm for casement door sash profile and 74mmx60mmx2.5mm mulion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 2.0 mm prefabricated and welded through fushion welding the door sash shall be fitted with 12mm thick WPC board of green play make duly fixed with EPDM wheathering seal resistance accessories like clipping locking system made of aluminium 1 No per set of sashes and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/deglazing at site etc, including cost and conveyance of all materials, accessories , labour charges, materials and product confirming to ASTM D 638 -14, EN-477-95 and other applicable codes and standards. 25 Supplying fitting and fixing of two track UPVC sliding window of approved make with 6 mm thick glass of approved quality complete with frame shurrers and all fitting and fixtures.(SOR 2022 Item-12 P-235). 26 Supplying, fitting and fixing of M.S doors and windows shutters of approved design in proper position making good to the damges of walls of R.C.C or other structural etc. including mending or cutting sizes or grooves in chaukhats with cost, conveyance, taxes of all materials required for the work, labour and T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 27 Painting two coats over a coat of primer with any approved paint with brush to wood/iron work including cost, conveyance, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. 28 Providing and fixing Vitrified tiles in floors, treads of steps and landing on 20mm th bed of cement mortar (1:4) (1 cement:4 sand) joined with neat cement slurry mixed with pigment to match the shade of tiles including rubbing, polishing including cost of tiles, conveyance, taxes & labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge 29 Providing and fixing Glazed tiles in dados, skirting and rises of steps on 12mm th cement plaster (1:3) (1cement:3sand) joined with neat cement slurry mixed with pigment to match the shade of tiles, rubbing, polishing including cost of tiles, conveyance, taxes & labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge 30 Cost supplying and labour for fixing of anticorrosive zinc aluminium alloy painted coloured steel roofing profile sheet of 0.45mm thick in roof of godown including fixing a ridge cape with fasteners of approved specification etc. complete but excluding cost of fasteners including drilling holes etc. complete as directed by Engineer-in-Charge Please Enable Macros to View BoQ information
Contract Date: Jun 18, 2026 Contract Value : ₹ 23.97 Lakh
Government Departments No of Bidders 6
Odisha View Result →
38.
Housing Urban and Rular Development #11306856 AOC
Tender For M.O.W. Work (Additional Room) In Bunglow No. Eg-9/3 And Ek-9/3 Under Section No.1 Survey Sub Dn. Bhopal- 1 M.O.W. Work (Additional Room) in Bunglow No. EG-9/3 and EK-9/3 Under Section No.1 Survey Sub Dn. Bhopal 1st Call P.A.C. 29.64 Lakh,as per Building SOR wef 01-01-2024 Schedule Attached Complition period 90 Days Please Enable Macros to View BoQ information SCHEDULE OF ITEMS Name of work : M.O.W. Work (Additional Room) in Bunglow No. EG-9/3 and EK-9/3 Under Section No.1 Survey Sub Dn. Bhopal Probable Amount of contract : Rs. 29.64 Lacs. (Rs. in Figures) : Time Alloved : 6 months i/c rainy season S.No SOR Item Particulers of Item Unit Rate Remarks 2 2.4 2.4.1 beyond 30 cm girth up to and including 60 cm girth each 350.0 2.4.2 beyond 60 cm girth up to and including 120 cm girth each 1150.0 2.4.3 beyond 120 cm girth up to and including 240 cm girth each 3500.0 2.4.4 above 240 cm girth each 6300.0 3 2.7 2.7.1 Ordinary rock cum 287.0 2.7.2 Hard rock (requiring blasting) cum 519.0 2.7.3 Hard rock (blasting prohibited) cum 828.0 4 2.25 2.25.1 All kinds of soil. cum 30.0 2.25.2 Ordinary or hard rock. cum 53.0 2.26 Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete cum 672.0 Note: - Maximum thickness of this layer shall be 20 cm. 5 2.27 2.27.1 With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) cum 393.0 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm cum 331.0 6 2.28 2.28.1 All kinds of soil. each 42.0 2.28.2 Ordinary rock each 68.0 2.28.3 Hard rock (requiring blasting) each 138.0 2.28.4 Hard rock (blasting prohibited) each 151.0 7 2.3 2.30.1 Along external wall where the apron is not provided using chemical emulsion@ 7.5 liters / sqm of the vertical surfaceof the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. metre 36.0 2.30.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. metre 42.0 2.30.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. sqm 199.0 2.30.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. metre 50.0 2.30.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litresper hole by drilling 6 mm dia holes at downward angle of 45 degree at 150mm centre to centre and sealing the same. metre 201.0 8 2.41 2.42.1 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. cum 331.0 9 4.1 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete cum 6338.0 4.1.1.2 M-20 – Grade concrete cum 4933.0 4.1.1.3 M-15 – Grade concrete cum 4471.0 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) cum 3890.0 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M-15 - Grade concrete cum 4403.0 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) cum 3808.0 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate cum 3474.0 4.1.3 With fly ash. Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. 10 4.2 string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : 4.2.1 With 20mm nominal size graded stone aggregate 4.2.1.1 M-25 – Grade concrete Cum 6582.0 4.2.1.2 M 20 – Grade concrete Cum 5177.0 4.2.1.3 M 15 – Grade concrete Cum 4714.0 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Cum 4134.0 4.2.2 With 40mm nominal size graded stone aggregate 4.2.2.1 M-15 - Grade concrete cum 4647.0 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate cum 4052.0 11 4.3 4.3.1 Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. Sqm 169.0 4.3.2 above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. sqm 267.0 4.3.3 Above plinth: Columns, pillars, posts and struts. Sqm 356.0 12 4.6 4.6.1 M-25 (With 20mm nominal size graded stone aggregate) cum 5095.0 4.6.2 M-20 (With 20mm nominal size graded stone aggregate) cum 5558.0 4.6.3 M-15 (With 20mm nominal size graded stone aggregate) cum 5095.0 4.6.4 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. cum 4515.0 4.1 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size). Sqm 200.0 13 5.1 5.1.1 M-20 Grade Concrete cum 6153.0 5.1.2 M-15 Grade Concrete cum 5397.0 14 5.2 5.2.1 M-20 Grade Concrete cum 6231.0 15 5.3 5.3.1 M-20 Grade Concrete cum 6541.0 16 5.4 5.4.1 M-20 Grade Concrete cum 5542.0 17 5.5 5.5.1 M-20 Grade Concrete cum 6906.0 18 5.6.1 5.6.1 M-20 Grade Concrete cum 6337.0 19 5.7.1 5.7.1 M-20 Grade Concrete cum 5448.0 20 5.9.1 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level sqm 190.6 5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 Uptoplinthlevel. sqm 219.0 5.9.2.2 Above plinth upto 3.6 m height from plinth level sqm 330.0 5.9.2.3 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof. sqm 40.0 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 439.6 5.9.4 Shelves(Cast in situ) sqm 290.0 5.9.5 Lintels, beams, girders, bressumers and cantilevers sqm 356.0 5.9.6 Columns, P i l l a r s , Piers, Abutments, sqm 471.2 Posts and Struts. 5.9.7 Stairs, (excluding landings) except spiral- Staircases. sqm 435.7 5.9.8 Spiral staircases (including landing). sqm 450.0 5.9.9 Arches, domes,vaults upto 6m span sqm 1141.6 5.9.10 Extra for arches, domes, vaults exceeding 6 m span sqm 451.3 5.9.11 Chimneys and shafts sqm 294.0 5.9.12 Coffer/waffle slab of any size or shape as shown in the drawing. sqm 1481.0 5.9.15 Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). sqm 0.2 5.9.16 Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. sqm 191.0 5.9.17 Cornices and mouldings sqm 565.0 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. sqm 529.6 5.9.19 Weather shade, Chajjas, corbels etc., including Edges. sqm 534.2 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of C.E./S.E. in case of B & R works . sqm 575.35 5.9.21 Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of C.E./S.E. in case of B & R works . sqm 521.2 21 5.1 5.10.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). sqm 212.0 22 5.12 5.12.1 50 mm thick sqm 790.0 5.12.2 40 mm thick sqm 689.0 5.12.3 25 mm thick sqm 598.0 23 5.16 5.16.1 Mild steel and Medium Tensile steel bars. kg 78 .00 5.16.2 Hard drawn steel wire kg 75.0 5.16.3 Cold twisted bars (CTD) kg 81.0 5.16.4 Hot rolled deformed bars kg 81.0 5.16.5 Hard drawn steel wire fabric kg 76.0 5.16.6 Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786 kg 80.0 5.16.7 Thermo-Mechanically Treated bars. FE 500 conforming .to IS 1786 kg 77.0 5.16.8 Corrosion resistance Steel bar Grade Fe-500 D & above , use with prior permission of C.E. Kg 98.0 24 5.22 5. 22.1 12 mm thick sqm 402.0 5. 22.2 25 mm thick sqm 574.0 5. 22.3 50 mm thick sqm 674.0 5.23 Providing and fixing sheet covering over expansion joints with iron screws as per design. 5. 23.1 Non-asbestos fibre cement board 6 mm thick as per IS: 14862. 5. 23.1.1 150mm wide. RM 102.0 5. 23.1.2 200mm wide. RM 137.0 5. 23.1.3 250mm wide. RM 153.0 5. 23.2 Aluminium fluted strips 3.15mm thick. 5. 23.2.1 150 mm wide. RM 483.0 5. 23.2.2 200 mm wide. RM 646.0 5. 23.2.3 250 mm wide. RM 725.0 5. 23.3 Stainless steel Grade 304 plate-1.0 mm thick 5. 23.3.1 150 mm wide. RM 367.0 5. 23.3.2 200 mm wide. RM 443.0 5. 23.3.3 250 mm wide. RM 555.0 25 5.24 5.24.1 Preparation of grooves RM 18.5 5.24.2 Preparation of Drip course RM 30.0 26 5.32 5.32.1 Non pigmented wet curing compound sqm 93.0 5.32.2 Pigmented wet curing compound. sqm 100.0 27 6.1 6.1.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5818.0 6.1.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5626.0 28 6.2 6.2.1 Cement mortar 1:4 (1 cement : 4 sand) cum 6012.0 6.2.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5821.0 6.3 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not lessthan 40kg /cm2 and water absorptionnot more than 15% in foundation and plinth i/c curing etc. complete. 6.3.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5252.0 6.3.2 Cement Mortar 1:6 (1 cement:6 sand). cum 5061.0 29 6.4 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5446.0 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). cum 5255.0 30 6.5 6.5.1 Cement mortar 1:4 (1 cement : 4 sand) cum 4347.0 6.5.2 Cement Mortar 1:6 (1 cement: 6 sand). cum 4155.0 31 6.6 6.6.1 Cement mortar 1:4 (1 cement : 4 sand) cum 4541.0 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand) cum 4350.0 32 6.7 6.7.1 Having 100 kg / cm2 average compressive strength. 6.7.1.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5384.0 6.7.1.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5162.0 6.7.2 Having 75 kg / cm2 average compressive strength. 6.7.2.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5271.0 6.7.2.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5049.0 6.7.3 Having 50 kg / cm2 average compressive strength. 6.7.3.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5158.0 6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand) cum 4936.0 33 6.8 6.8.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5287.0 6.8.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5095.0 34 6.9 Cement Mortar 1:4 ( 1 cement : 4 sand) 35 6.12 6.12.1 Cement mortar 1:3 (1 cement : 3 sand) sqm 697.0 6.12.2 Cement mortar 1:4 (1 cement : 4 sand) sqm 673.0 36 6.13 6.13.1 Cement mortar 1:3 (1 cement : 3 sand) sqm 639.0 6.13.2 Cement mortar 1:4 (1 cement : 4 sand) sqm 615.0 37 6.14 6.14.1 Cement mortar 1:3 (1 cement : 3 sand) sqm 546.0 6.14.2 Cement mortar 1:4 (1 cement : 4 sand) sqm 522.0 38 6.15 6.15.1 Having 100 kg/cm2 average compressive strength. 6.15.1.1 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 570.0 6.15.1.2 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 551.0 6.15.2 Having 75 kg/cm2 average compressive strength. 6.15.2.1 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 524.0 6.15.2.2 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 505.0 6.15.3 Having 50 kg/cm2 average compressive strength. 6.15.3.1 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 479.0 6.15.3.2 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 459.0 39 6.37 6.37.1 Having100 kg / cm2 average compressive strength. 6.37.1.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5115.0 6.37.1.2 Cement mortar 1:6 (1 cement : 6 sand) cum 4904.0 6.37.2 Having75 kg / cm2 average compressive strength. 6.37.2.1 Cement mortar 1:4 (1 cement : 4sand) cum 5007.0 6.37.2.2 Cement mortar 1:6 (1 cement : 6sand) cum 4797.0 6.37.3 Having50 kg / cm2 averagecompressive strength. 6.37.3.1 Cement mortar 1:4 (1 cement : 4sand) cum 4900.0 6.37.3.2 Cement mortar 1:6 (1 cement : 6sand) cum 4689.0 40 9.3 9.3.1 Sal wood cum 76229.0 9.3.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. cum 77538.0 9.3.3 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. cum 64833.0 41 9.4 9.4.1 Second class teak wood cum 9062.0 9.4.2 Sal wood cum 7131.0 9.4.3 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. cum 7275.0 9.4.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. cum 6030.0 9.5.4.1 35 mm thick sqm 1089.0 9.5.4.2 30 mm thick sqm 969.0 42 9.6 9.6.1 Second class teak wood sqm 2215.0 9.6.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood sqm 1763.0 9.6.3 15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. sqm 971.0 9.6.4 Ply wood 5 ply, 9 mm thick : 9.6.4.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. sqm 1439.0 9.6.4.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type sqm 1369.0 9.6.5 Ply wood 7 ply, 9 mm thick : 9.6.5.1 Decorative plywood both side decorative veneer (Type- I) conforming to IS 1328 BWR type. sqm 1861.0 9.6.5.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type-1) conforming to IS 1328 BWR Type sqm 1650.0 9.6.6 Particle Board 12 mm thick 9.6.6.1 Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS: 3087 marked. sqm 791.0 9.6.6.2 Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade I. sqm 1087.0 9.6.6.3 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked. sqm 1333.0 9.6.6.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked. sqm 1390.0 9.6.6.5 Coir Veneer Board (conforming to IS 14842) 12 mm thick sqm 1298.0 9.6.7 Float glass panes 9.6.7.1 4 mm thick glass pane (weight not less than 10 kg/sqm) sqm 973.0 9.6.7.2 5 mm thick glass pane (weight not less than 12.5 kg/sqm) sqm 1046.0 9.6.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading sqm 1532.0 9.6.8.1 4mm to 5mm thick integral PVC form sheet with Celluka finish surface on both side with density not less than 600 kg/cum sqm 580.0 9.6.8.2 4mm to 5mm thick laminated PVC form sheet with density not less than 600 kg/cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg/cum sqm 754.0 43 9.14 9.14.1 Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. Sqm 170.0 9.14.2 ISI marked M.S. pressed butt hinges bright finished of required size For 2nd class teak wood and other class of wood shutters. Sqm 53.0 44 9.15 9.15.1 Panelled or panelled and glazed shutters : 9.15.1.1 Using ISI marked anodised aluminium butt hinges with necessary screws. Sqm 2736.0 9.15.1.2 Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Sqm 2753.0 9.15.2 Glazed shutters : 9.15.2.1 Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. Sqm 2815.0 9.15.2.2 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Sqm 2759.0 45 9.16 9.16.1 12 mm thick Sqm 555.0 9.16.2 18 mm thick Sqm 654.0 46 9.17 9.17.1 18 mm thick Sqm 1270.0 9.17.2 25 mm thick Sqm 1383.0 47 9.18 9.18.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 2823.0 9.18.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 2648.0 9.18.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws. Sqm 2465.0 48 9.19 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 1870.0 9.19.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 1696.0 9.19.3 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Sqm 1623.0 49 9.2 9.21 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). Sqm 401.0 9.22 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) : 9.22.1 Rectangular or square. Sqm 157.0 9.22.2 Circular. Sqm 244.0 50 9.25 9.25.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.1.1 Second class teak wood. Sqm 3174.0 9.25.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Sqm 2599.0 9.25.1.3 Kiln seasoned selected class of sheesham wood. Sqm 2452.0 9.25.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.2.1 Second class teak wood. Sqm 3291.0 9.25.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Sqm 2716.0 9.25.2.3 Kiln seasoned selected class of sheesham wood. Sqm 2569.0 9.25.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.3.1 Second class teak wood. Sqm 2797.0 9.25.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Sqm 2306.0 9.25.3.3 Kiln seasoned selected class of sheesham wood. Sqm 2179.0 9.25.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.4.1 Second class teak wood. Sqm 2914.0 9.25.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Sqm 2423.0 9.25.4.3 Kiln seasoned selected class of sheesham wood. Sqm 2296.0 9.26.2 30 mm thick shutters Sqm 2102.0 51 9.57 9.57.1 300x16 mm Each 170.0 9.57.2 250x16 mm Each 157.0 52 9.58 9.58.1 250x10 mm Each 68.0 9.58.2 200x10 mm Each 60.0 9.58.3 150x10 mm Each 42.0 9.58.4 100x10 mm Each 35.0 53 9.6 9.60.1 300x20x6 mm Each 72.0 9.60.2 250x20x6 mm Each 67.0 54 9.61 9.61.1 125 mm Each 27.0 9.61.2 100 mm Each 25.0 9.61.3 75 mm Each 24.0 55 9.62 9.62.1 150 mm Each 23.0 9.62.2 115 mm Each 20.0 9.62.3 90 mm Each 17.0 56 9.63 9.63.1 300 mm weighing not less than 200 gms. Each 40.0 9.63.2 250 mm weighing not less than 150 gms. Each 34.0 9.63.3 200 mm weighing not less than 120 gms. Each 28.0 57 9.65 9.65.1 300x16 mm Each 389.0 9.65.2 250x16 mm Each 326.0 9.65.3 400x16mm Each 601.0 58 9.66 9.66.1 250x10 mm Each 148.0 9.66.2 200x10 mm Each 93.0 9.66.3 150x10 mm Each 71.0 9.66.4 100x10 mm Each 50.0 59 9.68 9.68.1 300x20x6 mm Each 211.0 9.68.2 250x20x6 mm Each 173.0 9.69 Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : Each 9.69.1 125 mm Each 60.0 9.69.2 100 mm Each 54.0 9.69.3 75 mm Each 48.0 60 9.7 9.70.1 150 mm each 37.0 9.70.2 115 mm each 33.0 9.70.3 90 mm each 26.0 61 9.73 9.73.1 125x64x1.90 mm each 67.0 9.73.2 100X58X1.90 mm each 59.0 9.73.3 75x47x1.80 mm each 39.0 9.73.4 50x37x1.50 mm each 25.0 62 9.74 9.74.1 125x64x2.50 mm each 76.0 9.74.2 100x60x2.50 mm each 60.0 9.74.3 75x50x2.50 mm each 46.0 63 9.76 9.77 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 9.77.1 125x85x5.5 mm (heavy type) each 456.0 9.77.2 125x70x4 mm (ordinary type) each 148.0 9.77.3 100x85x5.5 mm (heavy type) each 387.0 9.77.4 100x70x4 mm (ordinary type) each 117.0 9.77.5 75x65x4 mm (heavy type) each 145.0 9.77.6 75x40x2.5 mm (ordinary type) each 74.0 9.77.7 50x40x2.5 mm (ordinary type) each 32.0 64 9.78 9.78.1 150x125x27x5 mm each 385.0 9.78.2 125x125x27x5 mm each 345.0 9.78.3 100x125x27x5 mm each 304.0 9.78.4 75x100x20x3.2 mm each 239.0 65 9.79 9.79.1 400x10 mm each 400.0 9.79.2 250x10 mm each 329.0 9.79.3 200x10 mm each 261.0 9.79.4 150x10 mm each 221.0 9.79.5 100x10 mm each 142.0 66 9.8 9.80.1 300x16x5 mm each 237.0 9.80.2 250x16x5 mm each 225.0 67 9.81 9.81.1 125 mm each 205.0 9.81.2 100 mm each 181.0 9.81.3 75 mm each 141.0 68 9.82 9.82.1 300x16mm each 407.0 9.82.2 250x16mm each 374.0 69 9.87 9.87.1 40 mm each 144.0 9.87.2 50 mm each 150.0 9.87.3 65 mm each 162.0 9.87.4 75 mm each 185.0 70 9.99 9.99.1 Size 40 mm each 144.0 9.99.2 Size 50 mm each 156.0 9.99.3 Size 65 mm each 167.0 9.99.4 Size 75 mm each 196.0 71 9.101 9.101.1 300x16mm each 268.0 9.101.2 250x16mm each 245.0 72 9.102 9.102.1 400X10mm each 260.0 9.102.2 300x10mm each 198.0 9.102.3 250x10mm each 164.0 9.102.4 200x10 mm each 113.0 9.102.5 150x10 mm each 91.0 9.102.6 100x10 mm each 73.0 73 9.103 9.103.1 300x16x5mm each 255.0 9.103.2 250x16x5mm each 243.0 74 9.108 9.108.1 125x75x4 mm each 115.0 9.108.2 125x63x4 mm each 108.0 9.108.3 100x75x4 mm each 95.0 9.108.4 100x63x4 mm each 93.0 9.108.5 100x63x3.2 mm each 90.0 9.108.6 75x63x4 mm each 77.0 9.108.7 75x63x3.2 mm each 75.0 9.108.8 75x45x3.2 mm each 67.0 75 9.109 9.109.1 300x16 mm each 241.0 9.109.2 250x16 mm each 195.0 76 9.11 9.110.1 400X10mm each 123.0 9.110.2 300x10 mm each 114.0 9.110.3 250x10 mm each 102.0 9.110.4 200x10 mm each 82.0 9.110.5 150x10 mm each 69.0 9.110.6 100x10 mm each 55.0 77 9.111 78 9.113 9.113.1 125 mm each 75.0 9.113.2 100 mm each 55.0 9.113.3 75 mm each 46.0 79 9.114 9.114.1 Single rubber stopper each 35.0 9.114.2 Twin rubber stopper each 86.0 80 9.116 81 9.117 82 9.126 83 9.127 84 9.128 85 9.129 9.129.1 Triple strip vertical type. each 28.0 9.129.2 Double strip (horizontal type). each 23.0 9.131 Providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of Engineer-in-charge. 9.131.1 300mm long each set 209.0 9.131.2 450mm long each set 256.0 9.131.3 500mm long each set 302.0 86 9.132 87 9.133 9.133.1 Marine plywood conforming to IS: 710 sqm 1591.0 9.133.2 Fire retardant plywood conforming to IS: 5509. sqm 1660.0 88 9.134.1 9.134.1 1.5 mm thick. sqm 851.0 89 9.134.2 90 9.138 9.138.1 12 mm thick. sqm 919.0 9.138.2 18 mm thick. sqm 1161.0 9.138.3 25 mm thick. sqm 1230.0 91 9.139 92 9.14 9.140.1 18 mm thick sqm 1493.0 9.140.2 25 mm thick sqm 2017.0 93 9.145 9.145.1 Board 12 mm thick sqm 811.0 9.145.2 Board 18 mm thick sqm 943.0 9.146 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately). 9.146.1 18 mm thick sqm 1055.0 9.146.2 25 mm thick sqm 1420.0 94 9.147 95 9.148 96 9.15 9.150.1 12 mm thick commercial ply conforming to IS: 1328 BWR type. Sqm 1210.0 9.150.2 18 mm thick commercial ply conforming to IS: 1328 BWR type. Sqm 1320.0 97 9.158 9.158.1 Extruded section Profile size 48x40 mm. metre 203.0 9.158.2 Extruded section Profile size 42x50 mm. metre 208.0 98 9.165 99 9.166 9.166.1 Plain PVC door shutters. sqm 2026.0 9.166.2 Pre laminated PVC door shutters. sqm 2490.0 100 9.167 101 9.168 as panel. The styles andrails will be mitred cut and joint with the help of PVC solvent cement and self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mmand 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of PVC solvent cement and self driven self tapping screws of size 100 mmx8 mm complete as per manufacturers specifications and direction of Engineer-in-charge: 9.168.1 Non decorative finish. sqm 2026.0 9.168.2 Decorative finish (both side wood grained finish). sqm 2432.0 102 9.169 9.169.1 Single rebate (75 mm X 50 mm) RM 459.0 9.169.2 Single rebate (100 mm X50 mm) RM 720.0 9.169.3 Single or double rebate (125 mm X 65 mm) RM 923.0 103 9.17 9.170.1 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 2250.0 9.170.2 28 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 3250.0 9.170.3 30 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 3693.0 9.170.4 35 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 4135.0 104 9.186 105 9.187 9.187.1 Casement Window (Outward/Inward opening) with hinge System. 9.187.1.1 Frame (50 mm x 50mm) metre 422.0 9.187.1.2 Sash (Style and Rail) (62 mm x 34 mm) metre 403.0 9.187.1.3 Mullion (intermediate Section) (66mm x 50 mm) metre 434.0 9.187.1.4 ‘T Profile (one vertical length in between two shutters) (24mm x 34.5mm) metre 99.0 9.187.1.5 Glazing bead (12mm x 18mm) metre 130.0 9.187.2 Casement Window (With friction hinge and outward opening) 9.187.2.1 Casement Frame (67mm x 62mm) metre 495.0 9.187.2.2 Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section) metre 519.0 9.187.2.3 Casement Glazing bead (35mm x 18 mm) metre 178.0 9.187.3 Sliding Window (Two Track, 2/4 Shutters) 9.187.3.1 Two Track Sliding Frame (67mm x 52mm) metre 9.187.3.2 Sliding window Sash (60mm x 44mm) metre 529.0 9.187.3.3 Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm) metre 139.0 9.187.3.4 Sliding Glazing bead (35 mm x 18 mm) metre 178.0 9.187.4 Sliding Door (Two Track, 2/4 Shutters) 9.187.4.1 Two Track Sliding Frame (67mm x 52mm) metre 539.0 9.187.4.2 Sliding Door Sash (80mm x 44mm) metre 653.0 9.187.4.3 Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm) metre 139.0 9.187.4.4 Sliding Glazing bead (35 mm x 18 mm) metre 178.0 106 9.188 9.188.1 200 x 19 x 1.9 mm each 321.0 9.188.2 250 x 19 x 1.9 mm each 369.0 9.188.3 300 x 19 x 1.9 mm each 462.0 9.188.4 350 x 19 x 1.9 mm each 526.0 9.188.5 400 x 19 x 1.9 mm each 636.0 107 9.189 108 9.191 109 9.192 110 9.193 111 9.194 9.194.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) sqm 6798.0 9.194.2 Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). sqm 6221.0 9.194.3 Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm). sqm 4842.0 9.194.4 Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) sqm 6681.0 9.194.5 Casement window duble panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.50 sqm.) sqm 6942.0 9.194.6 Casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm & mullion67 x 80 all having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 3.00 sqm. Upto 5.00 sqm.) sqm 5290.0 9.195 Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (ifrequired) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. Afterfixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). 9.195.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) sqm 4860.0 9.196 Providing and fixing made UPVC white colour casement/ casement cum fixed glazed door comprising of UPVC multi- chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made fromroll forming process of required length(shape & size according to UPVC profile),UPVC 9.196.1 Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). sqm 7085.0 9.196.2 Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±.0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm). sqm 7063.0 9.197 Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), appropriate dimension of UPVC extruded glazing beads and UPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profileof frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) 9.197.1 Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) sqm 5060.0 9.197.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). sqm 6880.0 9.197.3 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). sqm 5134.0 9.197.4 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area ofwindow above 1.75 sqm). sqm 6371.0 9.197.5 Three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) sqm 5913.0 112 9.198 9.198.1 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto sqm 4332.0 4.00 sqm). 9.198.2 Two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm). sqm 3532.0 9.199 Providing and fixing factory made UPVC white colour sliding glazed door comprising of UPVC multi-chambered frame with in- built roller track and sashextruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), appropriate dimension UPVC extruded glazing beads, UPVC extruded interlock and UPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), 9.199.1 Two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mmand single glazing bead / double glazing bead of appropriate dimension. (Area ofdoor above 2.00 sqm upto 10.00 sqm). sqm 3676.0 9.199.2 Two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mmand single glazing bead / double glazing bead of appropriate dimension. (Area ofdoor above 8.00 sqm upto10.00 sqm). sqm 3810.0 9.199.3 Three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm) sqm 4361.0 9.199.4 Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mmand single glazing bead / double glazing bead of appropriate dimension. (Area ofdoor above 2.00 sqm upto 5.00 sqm) sqm 5617.0 9.2 Providing and fixing 30mm thick factory made solid panel prelaminated PVC internal door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 40mm x 20mm for styles top, lock and bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture.M.S. frame sqm 3908.0 113 9.201 9.201.1 24 to 25 mm thick plain solid PVC flush door shutter sqm 2250.0 9.201.2 28 to 30 mm thick plain solid PVC flush door shutter sqm 3229.0 114 9.202 9.202.1 1mm thick laminated sheet sqm 3693.0 9.202.2 0.12 mm thick laminated sheet sqm 3461.0 115 9.255 9.255.1 9 mm thick BWP grade commercial Sqm 841.0 plywood 9.255.2 12 mm thick BWP grade commercial Sqm 1064.0 plywood 9.255.3 18 mm thick BWP grade commercial Sqm 1169.0 plywood 9.255.4 25 mm thick BWP grade commercial Sqm 1366.0 plywood 116 9.256 9.256.1 25 mm outer dia & 300 mm long Each Set 984.0 9.256.2 32 mm outer dia & 450 mm long Each Set 1716.0 9.256.3 32 mm outer dia & 600 mm long Each Set 2041.0 117 9.257 9.196, 9.197, 9.198, 9.199) 118 9.258 9.258.1 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. sqm 1040.0 119 10.7 10.7.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. sqm 747.0 10.7.2 Exceeding 16.80 sqm in area. sqm 782.0 120 10.11 10.11.1 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). kg 77.0 121 10.12 10.12.1 Profile B of 1.60mm thick single rebate of size 80mmx50mm 10.12.1.1 Fixing with adjustable lugs with split end tail to each jamb. meter 402.0 10.12.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 394.0 10.12.2 Profile C of 1.60mm thick single rebate of size 100mmx50mm 10.12.2.1 Fixing with adjustable lugs with split end tail to each jamb. meter 431.0 10.12.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 424.0 10.12.3 Profile E of 1.60mm thick double rebate of size 115mmx50mm 10.12.3.1 Fixing with adjustable lugs with split end tail to each jamb. meter 472.0 10.12.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 464.0 10.12.4 Profile B of 1.25mm thick single rebate of size 80mmx50mm 10.12.4.1 Fixing with adjustable lugs with split end tail to each jamb. meter 356.0 10.12.4.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 348.0 10.12.5 Profile C of 1.25mm thick single rebate of size 100mmx50mm 10.12.5.1 Fixing with adjustable lugs with split end tail to each jamb. meter 385.0 10.12.5.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 377.0 10.12.6 Profile E of 1.25mm thick double rebate of size 115mmx50mm 10.12.6.1 Fixing with adjustable lugs with split end tail to each jamb. meter 414.0 10.12.6.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 406.0 122 10.14 10.14.1 Hot finished welded type tubes kg 117.0 10.14.2 Hot finished seamless type tubes kg 123.0 10.14.3 Electric resistance or induction butt welded tubes. kg 142.0 10.15 Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats ofEpoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code. kg 132.0 123 10.17 124 10.18 125 10.19 126 10.21 127 10.22 10.22.1 In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. kg 101.0 10.22.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. kg 105.0 128 10.23 10.23.1 M.S. tube. kg 117.0 10.23.2 E.R.W. tubes. kg 132.0 129 10.25 130 10.26 10.26.1 Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides sqm 646.0 10.26.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. sqm 1334.0 131 10.27 10.27.1 With 4.0 mm thick glass panes sqm 792.0 10.27.2 With 5.50 mm thick glass panes sqm 873.0 10.27.3 With 1mm thick mild steel sheet i/c 10x10x1.6mm box beading. sqm 916.0 10.27.4 With 2mm thick fibre reinforced polymer (FRP) sheet i/c 10x10x1.6mm boxbeading. sqm 611.0 10.27.5 With 1mm thick Galvanised steel sheet i/c 10x10x1.6mm box beading. sqm 936.0 10.27.6 With 4mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. sqm 750.0 10.27.7 With 6mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. sqm 800.0 10.27.8 With 8mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. sqm 872.0 132 10.28 10.28.1 With 4.0 mm thick glass panes. sqm 259.0 10.28.2 With 5.5 mm thick glass panes. sqm 262.0 133 10.29 134 11.19 11.19.1 Makrana white second quality. sqm 3051.0 11.19.2 Raj Nagar plain. sqm 1381.0 11.19.3 Agaria White/Morgarh sqm 1882.0 11.19.4 Katni marble sqm 1555.0 11.19.5 Black Zebra. sqm 1315.0 11.19.6 Udaipur / Baroda green marble sqm 1649.0 11.19.7 Pink plain marble. sqm 1448.0 11.19.8 Jaisalmer Yellow sqm 1582.0 135 11.2 11.20.1 Makrana white second quality. sqm 3675.0 11.20.2 Raj Nagar plain. sqm 1932.0 11.20.3 Agaria White/Morgarh sqm 2455.0 11.20.4 Katni marble sqm 2113.0 11.20.5 Black Zebra. sqm 1863.0 11.20.6 Udaipur / Baroda green marble sqm 2211.0 11.20.7 Pink plain marble. sqm 2002.0 11.20.8 Jaisalmer Yellow sqm 2141.0 136 11.21 11.21.1 Makrana white second quality. sqm 3773.0 11.21.2 Raj Nagar plain. sqm 2737.0 11.21.3 Agaria White/Morgarh sqm 2553.0 11.21.4 Katni marble sqm 2219.0 11.21.5 Black Zebra. sqm 1961.0 11.21.6 Udaipur / Baroda green marble sqm 2309.0 11.21.7 Pink plain marble. sqm 2100.0 11.21.8 Jaisalmer Yellow sqm 2240.0 137 11.22 11.22.1 Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black sqm 1797.0 11.22.2 Granite fine grained dark crystal of other colours and various patterns sqm 2356.0 11.22.3 Granite coarse grained light black/ light red/white with crystal of other colours and various patterns Sqm 2113.0 11.22.4 Granite grey/pink/brown with various patterns Sqm 1808.0 11.22.5 Cuddpah stone sqm 1279.0 138 11.23 139 11.24 140 11.25 141 11.29 11.29.1 Area of slab over 0.50 sqm 11.29.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2919.0 11.29.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2675.0 11.29.1.3 Gray/Pink/Brown or equivalent with various patterns sqm 2370.0 11.29.2 Area of slab upto 0.50 sqm 11.29.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2705.0 11.29.2.2 Coarse grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2486.0 11.29.2.3 Gray/Pink/Brown or equivalent with various patterns sqm 2212.0 142 11.3 11.30.1 Area of slab over 0.50 sqm 11.30.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2642.0 11.30.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2422.0 11.30.1.3 Gray/Pink/Brown or equivalent with various patterns sqm 2153.0 11.30.2 Area of slab upto 0.50 sqm 11.30.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2455.0 11.30.2.2 Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2258.0 11.30.2.3 Gray/Pink/Brown or equivalent with various patterns sqm 2011.0 patterns 143 11.32 144 11.33 11.33.1 Flamed Finish Granite sqm 2542.0 11.33.2 Leather Finish Granite sqm 2809.0 145 11.34 146 11.36 Note: - Deduction shall be made for not mirror polishing according to item no 11.43 147 11.37 148 11.38 11.38.1 10-12 mm thick sqm 1177.0 11.38.2 20 mm thick sqm 1231.0 149 11.39 150 11.4 11.40.1 Marble work meter 164.0 11.40.2 Granite work. meter 269.0 151 11.41 152 11.42 153 11.43 154 11.44 11.44.1 Red sand stone sqm 578.0 11.44.2 White sand stone sqm 578.0 11.44.3 Grey lime stone sqm 578.0 11.44.4 Kota stone sqm 678.0 155 11.47 156 11.48 157 11.49 158 11.52 159 11.53 160 11.54 161 11.55 162 11.56 163 12.63 11.63.1 Fastener with threaded dia 6 mm. each 25.0 11.63.2 Fastener with threaded dia 10 mm. each 29.0 11.63.3 Fastener with threaded dia 12 mm. each 46.0 164 11.66 165 11.72 proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction byusing plate vibrator, filling the joints with sand and cutting of paver blocks as per required sizeand pattern, finishing and sweeping extra sand including locking with M15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications and direction of Engineer-in-Charge. 11.72.1 80 mm thick C.C. paver block of M-35 grade sqm 805.0 11.72.2 60 mm thick C.C. paver block of M-35 grade sqm 680.0 11.72.3 60 mm thick C.C. paver block of M-30 grade sqm 605.0 166 11.75 including fixing of granite stone door frame with epoxy resin based adhesive including secured to the backing by means of cramps, drilling of hole with rawl plugs and screws 75mm long cleaning etc. complete. Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levels as per instruction of Engineer-in-Charge. 11.75.1 Granite Door frame for 100mm thick wall Thickness. metre 1010.0 11.75.2 Granite Door frame for 200mm thick wall Thickness. metre 1512.0 167 11.76 11.76.1 Plain ivory light shade sqm 950.0 Size 600X600mm thickness 9-10mm 11.76.2 Dark shade (terracotta) sqm 1033.0 Size 600X600mm thickness 9-10mm 168 11.77 11. 77.1 Plain ivory light shade sqm 940.0 Size 600X600mm thickness 9-10mm 11. 77.2 Dark shade (terracotta) sqm 1022.0 Size 600X600mm thickness 9-10mm 169 11.8 11.80.1 In light colour and shades as ivory, beige blanco, grey etc. 11.80.1.1 (a) Size 300X300 mm thickness 9-10 mm sqm 934.0 11.80.1.2 (b) Size 600X600mm thickness 9-10mm sqm 1206.0 11.80.1.3 (c) Size 600X600 mm thickness 11-12mm (to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) sqm 1349.0 11.80.2 In dark colour and shade etc. 11.80.2.1 (a) Size 300X300 mm thickness 9-10 mm sqm 946.0 11.80.2.2 (b) Size 600X600mm thickness 9-10mm sqm 1340.0 11.80.2.3 (c) Size 600X600 mm thickness 11-12mm (to be used in heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) sqm 1546.0 170 11.81 11. 81.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 81.1.1 (a) Size 300X300 mm thickness 9-10 mm sqm 923.0 11. 81.1.2 (b) Size 600X600mm thickness 9-10mm sqm 1196.0 11. 81.2 In dark colour and shades etc. 11. 81.2.1 (a) Size 300X300 mm thickness 9-10 mm sqm 935.0 11. 81.2.2 (b) Size 600X600mm thickness 9-10mm sqm 1329.0 171 11.82 11. 82.1 For floor glossy/ rustic /stain/matt finished laid on 20mm thick cement mortar 1:4 (1 cement:4sand) 11. 82.1.1 Size 600X600 mm thickness 9-10 mm sqm 1140.0 11. 82.1.2 Size 800X800mm thickness 9-10 mm sqm 1261.0 11. 82.1.3 Size 800X1600mm thickness 9-10 mm sqm 1489.0 11. 82.1.4 Size 1000X1000mm thickness 9-10 mm sqm 1388.0 11. 82.1.5 Size 600X1200 mm thickness 9-10 mm sqm 1235.0 11. 82.1.6 Size 800X1200 mm thickness 9-10 mm sqm 1450.0 11. 82.1.7 Size 1200X1200 mm thickness 9-10 mm sqm 1596.0 11. 82.1.8 Size 1200X1800mm thickness 9-10 mm sqm 1715.0 11. 82.1.9 Size 1200X2400 mm thickness 9-10 mm sqm 2403.0 172 11.83 11. 83.1 For skirting, riser, dado and wall lining etc.glossy/ rustic /stain/mattfinished in all colours and shades 11. 83.1.1 Size 300X600 mm thickness 9-10 mm sqm 1048.0 11. 83.1.2 Size 600X600 mm thickness 9-10 mm sqm 1129.0 11. 83.1.3 Size 800X800mm thickness 11-12mm sqm 1250.0 11. 83.1.4 Size 600X1200 mm thickness 11-12mm sqm 1224.0 11. 83.1.5 Size 800X1200 mm thickness 11-12mm sqm 1440.0 173 11.84 11. 84.1 Area of tiles not less 0.18 sqm 11. 84.1.1 Fine granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter sqm 2296.0 11. 84.1.2 Course granite light Black/light Red/ off White with crystals of other colors and various patterns sqm 2113.0 11. 84.1.3 Gray/Pink/Brown with various patterns sqm 1879.0 174 11.85 11. 85.1 Area of tiles not less 0.18 sqm 11. 85.1.1 Fine grained granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter sqm 1775.0 11. 85.1.2 Coarse grained granite light Black/light Red/ off White with crystals of other colors and various patterns sqm 1610.0 11. 85.1.3 Gray/Pink/Brown with various patterns sqm 1404.0 175 11.97 Size 800X1600 mm thickness 8-9 mm Sqm 1778.0 176 11.102 177 11.103 178 12.4 12.4.1 0.80mm thick with zinc coating not less than 275gm/m² meter 500.0 12.4.2 0.63mm thick with zinc coating not less than 275gm/m² meter 431.0 179 12.7 12.7.1 0.80mm thick with zinc coating not less than 275gm/m² meter 459.0 12.7.2 0.63mm thick with zinc coating not less than 275gm/m² meter 402.0 180 12.12 12.12.1 Corrugated serrated adjustable ridges meter 367.0 12.12.2 Plain wing adjustable ridges meter 311.0 12.12.3 Close fitting adjustable ridges meter 420.0 12.12.4 Unserrated adjustable hips meter 506.0 181 12.13 12.13.1 Corrugated apron pieces meter 340.0 12.13.2 Eaves filler pieces meter 232.0 12.13.3 North light curves meter 500.0 12.13.4 ventilator curves meter 622.0 12.13.5 Barge boards meter 623.0 12.13.6 Ridge finials pair 229.0 12.13.7 Special north light curves each 753.0 12.13.8 S type louvers meter 418.0 182 12.14 183 12.15 primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 184 12.16 12.16.1 Ridges plain (500 - 600mm). meter 320.0 12.16.2 Flashings/ Aprons.( Upto 600 mm) meter 284.0 12.16.3 North light curves. meter 341.0 12.16.4 Barge board (Upto 300 mm) meter 274.0 12.16.5 Crimp curve sqm 315.0 12.16.6 Gutter. (600 mm over all girth) meter 781.0 185 12.17 12.17.1 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2or 3or 6) as specified. sqm 1031.0 12.17.2 2mm thick flat. sqm 955.0 186 12.23 187 12.24 188 12.26 189 12.27 190 12.32 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) metre 136.0 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) metre 238.0 191 12.33 12.33.1 Coupler 12.33.1.1 75 mm (minimum wall thickness 1.8mm) each 67.0 12.33.1.2 110 mm (minimum wall thickness 2.2mm) each 102.0 12.33.2 Single push fit Coupler : 12.33.2.1 75 mm (minimum wall thickness 1.8mm) each 121.0 12.33.2.2 110 mm (minimum wall thickness 2.2mm) each 94.0 12.33.3 Single tee with door 12.33.3.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 12.33.3.2 110x110x110 mm (minimum wall thickness 2.2mm) each 176.0 12.33.4 Single tee without door 12.33.4.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 12.33.4.2 110x110x110 mm (minimum wall thickness 2.2mm) each 163.0 12.33.5 Bend 87.5° 12.33.5.1 75 mm bend (minimum wall thickness 1.8mm) each 78.0 12.33.5.2 110 mm bend (minimum wall thickness 2.2mm) each 112.0 12.33.6 Shoe (Plain) 12.33.6.1 75 mm Shoe (minimum wall thickness 1.8mm) each 69.0 12.33.6.2 110 mm Shoe (minimum wall thickness 2.2mm) each 99.0 192 12.34 12.34.1 75 mm (minimum wall thickness 1.8mm) each 97.0 12.34.2 110 mm (minimum wall thickness 2.2mm) each 114.0 hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in adirection perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with 12.58.1 10mm thick plaster of Paris (gypsum anhydrous) sheet 10mm thick pop board. 12.58.1.1 Flat surfaces sqm 676.0 12.58.1.2 Curved surfaces sqm 748.0 12.58.1.3 Sunk or raised mouldings sqm 175.0 12.58.1.4 Extra for providing in the plaster of Paris (Gypsum anhydrous) ceiling above 5 metre height from floor level. sqm per meter height 59.0 12.58.2 12.5 mm thick tapered edge gypsum board 12.58.2.1 Plain board conforming to IS: 2095- Part I: 2011 (Board with BIS certification marks). sqm 750.0 12.58.2.2 Fire resistant Glass ReinforcedGypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) sqm 866.0 12.58.2.3 12.5mm thick moisture resistant gypsum plasterboards Moistbloc as per BS EN 520 confirming to water absorption class H1 with total water absorption < 5%, Green Pro certified by CII sqm 920.0 12.58.2.4 Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturersspecification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. sqm 1277.0 12.58.3 8 mm thick Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured throughautoclaving process. sqm 1150.0 193 13.1 13.1.1 1:4 (1 cement : 4 sand) sqm 173.0 13.1.2 1:6 (1 cement : 6 sand) sqm 160.0 194 13.2 13.2.1 1:4 (1 cement : 4 sand) sqm 184.0 13.2.2 1:6 (1 cement : 6 sand) sqm 168.0 195 13.3 13.3.1 1:4 (1 cement : 4 sand) sqm 245.0 13.3.2 1:6 (1 cement : 6 sand) sqm 225.0 196 13.4 13.4.1 1:3 (1 cement : 3 sand) sqm 210.0 13.4.2 1:4 (1 cement : 4 sand) sqm 203.0 197 13.5 13.5.1 1:3 (1 cement : 3 sand) sqm 236.0 13.5.2 1:4 (1 cement : 4 sand) sqm 220.0 198 13.13 199 13.14 200 13.15 13.15.1 Exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof sqm 34.0 13.15.2 Interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof sqm 22.0 201 13.16 13.16.1 In one coat sqm 11.0 13.16.2 In two coats sqm 18.0 202 13.17 13.17.1 In one coat sqm 158.0 13.17.2 In two coats sqm 260.0 203 13.18 13.18.1 Spherical ceiling sqm 42.0 13.18.2 Groined ceiling sqm 47.0 13.18.3 Flewing soffits sqm 28.0 204 13.38 205 13.39 13.39.1 Providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete. sqm 130.0 13.39.2 Extra for making 12mm flute grove with 6 mm depth to prepare the surface even and smooth complete. metre 70.0 206 13.41 207 13.43 208 13.44 209 13.45 210 13.46 211 13.47 13.47.1 One coat. sqm 20.0 13.47.2 Two coats. sqm 32.0 212 13.48 13.48.1 One coat. sqm 37.0 13.48.2 Two coats. sqm 56.0 213 13.49 214 13.51 215 13.52 216 13.53 217 13.54 218 13.54.1 219 13.54.2 220 13.54.3 221 13.55 13.55.1 One coat sqm 63.0 13.55.2 Two coats sqm 101.0 222 13.64 223 13.65 224 13.66 13.66.1 One coat. sqm 35.0 13.66.2 Two coats. sqm 53.0 225 13.68 226 13.71 227 13.77 228 13.8 13.80.1 0.8-1.2mm thickness sqm 368.0 13.80.2 2.0-2.5mm thickness sqm 338.0 229 13.81 effective for 90 Days(03 Months) . 230 13.103 Note:- Applicable to item No. 13.1 to item No. 13.10 231 13.105 13.105.1 Standard pattern and design wallpaper Sqm 615.0 13.105.2 3D pattern and design wallpaper Sqm 750.0 13.105.3 Customize design wallpaper Sqm 1145.0 232 14.5 14.5.1 Float glass panes of thickness 4 mm sqm 679.0 14.5.2 Float glass panes of thickness 5.5 mm sqm 759.0 233 14.6 14.6.1 Float glass panes of thickness 4 mm sqm 801.0 14.6.2 Float glass panes of thickness 5.5 mm sqm 882.0 234 14.7 14.7.1 Float glass panes of thickness 4 mm sqm 697.0 14.7.2 Float glass panes of thickness 5.5 mm sqm 778.0 235 14.8 14.8.1 2nd class teak wood fillets meter 30.0 14.8.2 Haldu/Bija/Kail wood fillets. meter 26.0 236 14.11 237 14.24 238 14.27 239 14.28 240 14.29 241 14.31 242 14.36 243 14.37 244 14.38 245 14.39 246 14.48 247 14.49 14.49.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 liters/10 sqm complete including cost of Priming coat. sqm 42.0 14.49.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. sqm 30.0 248 14.51 14.51.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). sqm 87.0 14.51.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). sqm 52.0 249 14.52 14.52.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. sqm 65.0 14.52.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). sqm 41.0 250 14.53 14.53.1 One or more coats applied on walls @ 0.85 ltr/10 sqm. sqm 58.0 251 14.62 14.62.1 (one or more coats) sqm 9.0 14.62.2 (two or more coats) sqm 11.0 252 15.2 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). cum 578.0 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). cum 356.0 253 15.6 15.6.1 In lime mortar with old mughal bricks. cum 421.0 15.6.2 In lime mortar. cum 202.0 15.6.3 In cement mortar. cum 487.0 254 15.7 15.7.1 From brick work in lime mortar. 1000 nos 1254.0 15.7.2 From brick work in cement mortar. 1000 nos 1560.0 255 15.8 15.8.1 In lime mortar. cum 275.0 15.8.2 In cement mortar. cum 582.0 256 15.13 257 15.14 15.14.1 Of area 3 sq. metres and below. each 85.0 15.14.2 Of area beyond 3 sq. metres. each 117.0 258 15.15 15.15.1 Of area 3 sq. metres and below. each 33.0 15.15.2 Of area beyond 3 sq. metres. each 44.0 259 15.47 260 15.48 261 15.49 262 15.51 15.51.1 Rectangular manhole 90x80 cm and 45 cm deep each 611.0 15.51.2 Rectangular manhole 120x90 cm and 90 cm deep. each 1069.0 15.51.3 Rectangular arch type manhole 140x90cm and 2.45m deep. each 2023.0 15.51.4 Circular manhole 122 cm diameter and 1.68 m deep each 1553.0 263 15.52 15.52.1 Rectangular manhole 90x80 cm and beyond 45 cm depth. each 486.0 15.52.2 Rectangular manhole 120x90 cm and beyond 90 cm depth. each 579.0 15.52.3 Rectangular arch type manhole 140x90 cm and beyond 2.45m deep (upto 4.25 m depth). each 468.0 15.52.4 Circular manhole 122 cm diameter and beyond 1.68 m deep (upto 2.29 m depth). each 322.0 264 15.64 265 17.1 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. each 2995.0 266 17.2 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid. each 3036.0 17.2.2 W.C. pan with ISI marked black solid plastic seat and lid. each 3013.0 267 17.3 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. each 4613.0 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. each 4590.0 268 17.11 17.11.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. each 2187.0 17.11.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar tap. each 1938.0 17.11.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. each 1664.0 17.11.5 White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. each 1775.0 269 17.12 270 17.14 17.14.1 Kitchen sink with drain board 17.14.1.1 510x1040 mm bowl depth 250mm. each 8074.0 17.14.1.2 510x1040 mm bowl depth 225mm. each 7609.0 17.14.1.3 510x1040 mm bowl depth 200mm. each 7493.0 17.14.1.4 510x1040 mm bowl depth 178mm. each 5286.0 17.14.2 Kitchen sink without drain board 17.14.2.1 610x510 mm bowl depth 200 mm. each 4583.0 17.14.2.2 610x460 mm bowl depth 200 mm. each 4351.0 17.14.2.3 470x420 mm bowl depth 178 mm. each 3422.0 271 17.22 17.22.1 White each 945.0 17.22.2 coloured each 1037.0 272 17.24 17.24.1 White each 456.0 17.24.2 Black each 433.0 17.24.3 Coloured (other than black and white) each 688.0 273 17.25 274 17.6 17.60.1 75 mm each 33.0 17.60.2 110 mm each 50.0 275 17.61 276 17.64 17.64.1 Semi rigid pipe 17.64.1.1 32 mm dia each 87.0 17.64.1.2 40 mm dia each 98.0 17.64.2 Flexible pipe (only in residential & complaxes) 17.64.2.1 32 mm dia each 87.0 17.64.2.2 40 mm dia each 98.0 277 17.65 278 17.67 279 17.67 17.68.1 Circular shape 450mm dia. each 806.0 17.68.2 Rectangular shape 453x357mm each 642.0 17.68.3 Oval shape 450x350mm (outer dimensions) each 697.0 17.68.4 Rectangular shape 1500x450 mm each 1311.0 280 17.69 281 17.7 17.70.1 C.P. brass each 340.0 17.70.2 Vitreous china each 324.0 282 17.74 283 17.75 284 17.76 285 18.6 18.6.1 Internal work - Exposed on wall 18.6.1.1 15 mm nominal outer dia .Pipes metre 129.0 18.6.1.2 20 mm nominal outer dia .Pipes metre 153.0 18.6.1.3 25 mm nominal outer dia .Pipes metre 177.0 18.6.1.4 32 mm nominal outer dia .Pipes metre 254.0 18.6.1.5 40 mm nominal outer dia .Pipes metre 354.0 18.6.1.6 50 mm nominal outer dia .Pipes metre 528.0 18.6.2 Concealed work including cutting chases and making good the walls etc. 18.6.2.1 15 mm nominal outer dia .Pipes metre 207.0 18.6.2.2 20 mm nominal outer dia .Pipes metre 234.0 18.6.2.3 25 mm nominal outer dia .Pipes metre 288.0 18.6.2.4 32 mm nominal outer dia .Pipes metre 360.0 286 18.7 External Work 18.7.1 15 mm nominal outer dia .Pipes metre 122.0 18.7.2 20 mm nominal outer dia .Pipes metre 141.0 18.7.3 25 mm nominal outer dia .Pipes metre 185.0 18.7.4 32 mm nominal outer dia .Pipes metre 238.0 18.7.5 40 mm nominal outer dia .Pipes metre 324.0 18.7.6 50 mm nominal outer dia .Pipes metre 498.0 18.7.7 62.50 mm nominal inner dia .Pipes. metre 1429.0 18.7.8 75 mm nominal inner dia .Pipes. metre 2018.0 18.7.9 100mm nominal inner dia .Pipes. metre 2791.0 18.7.10 150 mm nominal inner dia .Pipes. metre 3358.0 287 18.13 18.13.1 25 mm nominal bore each 428.0 18.13.2 32 mm nominal bore. each 500.0 18.13.3 40 mm nominal bore each 584.0 18.13.4 50 mm nominal bore each 749.0 288 18.14 18.14.1 15 mm nominal bore each 316.0 18.14.2 20 mm nominal bore each 431.0 18.14.3 25 mm nominal bore each 499.0 289 18.17 18.17.1 30 cm length 18.17.1.1 15 mm nominal bore each 88.0 18.17.1.2 20 mm nominal bore each 129.0 18.17.2 45 cm length 18.17.2.1 15 mm nominal bore each 149.0 18.17.2.2 20 mm nominal bore each 184.0 290 18.18 18.18.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. each 916.0 18.18.2 With well burnt flyash bricks of 50 kg/sqm compressive strength. each 870.0 291 18.28 292 18.29 18.29.1 15 mm nominal bore each 306.0 18.29.2 20 mm nominal bore each 338.0 293 18.3 18.30.1 15 mm nominal bore each 318.0 18.30.2 20 mm nominal bore each 344.0 294 18.31 295 18.32 296 18.33 297 18.34 298 18.35 299 18.36 300 18.37 301 18.38 302 18.39 303 18.41 304 18.42 305 18.43 18.43.1 100 mm diameter each 806.0 18.43.2 150 mm diameter each 922.0 18.43.3 200 mm diameter each 1336.0 306 18.64 307 18.65 308 18.67 309 18.68 18.68.1 300 mm long each 450.0 18.68.2 600 mm long each 650.0 310 19.4 19.4.1 110 mm diameter OD (min. wall thickness 3.2mm) metre 234.0 19.4.2 160 mm diameter OD (min. wall thickness 4.0 mm) metre 477.0 19.4.3 200 mm diameter OD (min. wall thickness 4.9 mm) metre 751.0 19.4.4 250 mm diameter OD (min. wall thickness 6.2mm) metre 972.0 19.4.5 300 mm diameter OD (min. wall thickness 7.7mm) metre 1232.0 311 19.5 19.5.1 110 mm diameter PVC. pipe metre 576.0 19.5.2 160 mm diameter PVC. pipe metre 704.0 19.5.3 200 mm diameter PVC. pipe metre 821.0 19.5.4 250 mm diameter PVC. pipe metre 949.0 19.5.5 300 mm diameter PVC pipe metre 1078.0 312 19.6 19.6.1 110 mm diameter PVC. pipe metre 274.0 19.6.2 160 mm diameter PVC. pipe metre 444.0 19.6.3 200 mm diameter PVC. pipe metre 521.0 19.6.4 250 mm diameter PVC. Pipe metre 607.0 19.6.5 300 mm diameter PVC pipe metre 700.0 313 19.7 19.7.1 100x100 mm size P type 19.7.1.1 With well burnt bricks each 1764.0 19.7.1.2 With Sewer bricks conforming to IS : 4885 each 1668.0 19.7.2 150 x 100 mm size P type. 19.7.2.1 With well burnt bricks each 1803.0 19.7.2.2 With sewer bricks conforming to IS : 4885 each 1707.0 19.7.3 180x150 mm size P type 19.7.3.1 With well burnt bricks each 1913.0 19.7.3.2 With Sewer bricks conforming to IS : 4885 each 1818.0 314 19.9 19.9.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be notless than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.9.1.1 With well burnt bricks each 7997.0 19.9.1.2 With Sewer bricks conforming to IS : 4885 each 7747.0 19.9.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight offrame 58 kg) : 19.9.2.1 With well burnt bricks each 18086.0 19.9.2.2 With Sewer bricks conforming to IS : 4885 each 17402.0 19.9.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) 19.9.3.1 With well burnt bricks each 21816.0 19.9.3.2 With Sewer bricks conforming to IS : 4885 each 21228.0 315 19.1 19.10.1 Size 90x80 cm 19.10.1.1 With well burnt bricks metre 6176.0 19.10.1.2 With Sewer bricks conforming to IS : 4885 metre 5448.0 19.10.2 Size 120x90 cm 19.10.2.1 With well burnt bricks metre 7380.0 19.10.2.2 With Sewer bricks conforming to IS : 4885 metre 6512.0 316 19.12 19.12.1 With well burnt bricks metre 5257.0 19.12.2 With Sewer bricks conforming IS : 4885 metre 4648.0 317 21.1 21.1.1 For fixed portion. 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) kg 378.0 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 416.0 21.1.1.3 Polyester powder coated aluminium (minimum thicknessof polyester powder coating 50 micron) kg 426.0 21.1.2 For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings whereverrequired including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) kg 446.0 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 484.0 21.1.2.3 Polyester powder coated aluminium (minimum thicknessof polyester powder coating 50 micron) kg 494.0 21.1.3 Deduct for not providing EDPM rubber/neoprene gasket all around. kg 80.0 318 21.2 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. sqm 802.0 21.2.2 Pre-laminated particle board with decorative lamination on both sides. sqm 907.0 319 21.3 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) sqm 774.0 21.3.2 With float glass panes of 5.0 mm thickness (weight not less than sqm 948.0 12.50 kg/sqm ) 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). sqm 1182.0 320 21.5 21.5.1 With stainless steel cover plate - minimum 1.25 mm thickness each 1890.0 21.5.2 With brass cover plate - minimum 1.25 mm thickness. each 2072.0 321 21.16 21.16.1 Anodized (AC15 ) aluminium each 62.0 21.16.2 Powder coated minimum thickness 50 micron aluminium each 65.0 21.16.3 Polyester powder coated minimum thickness 50 micron aluminium. each 69.0 322 21.17 323 21.18 324 21.19 325 21.21 326 21.22 327 21.23 328 21.24 329 21.32 330 22.6 a) After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. 331 22.14 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cum 6569.0 22.14.2 Cement mortar 1:3 (1 cement : 3 sand) cum 9308.0 22.14.3 Cement mortar 1:4 (1cement : 4 sand) cum 8437.0 332 25.1 25.1.1 White Vitreous china Anti germ Fluoro-Polymer coated Orissa Pattern W. C. Pan of Size 440X575X250mm With integral foot rests. (Premium Range) each 4726.0 25.1.2 White Vitreous china Anti germ Fluoro-Polymer coated Orissa pattern W. C. pan of size 410X515X255 mm with integral foot rests.(Premium Range) each 4392.0 333 25.2 25.2.1 Anti-germ Fluoro-Polymer Coated (nano coating) European W. C. pan Size 360X545X395 with solid poly propelyne made soft closing seat cover (Premium Range) each 9788.0 25.2.2 Anti-germ Fluoro-Polymer Coated Water Closet European type W. C. pan size 360X475X395 mm with solid poly propelyne made soft closing seat cover (Premium Range) each 8742.0 334 25.3 25.3.1 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet Size 380X520X375 mm with solid poly propelyne made soft closing seat cover (Premium Range) each 26412.0 25.3.2 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 390X570X365 mm with solid poly propelyne made, soft closing seat cover (Premium Range) each 23559.0 25.3.3 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500 x 330mm with solid poly propelyne made, soft closing seat cover (Premium Range) each 21099.0 25.3.4 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500 x 330mm or greater size with solid poly propelyne made, soft closing seat cover (Premium Range) each 18838.0 335 25.4 25.4.1 Anti germ Fluoro-Polymer Coated couple water closet Size 420X710X810mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 28103.0 25.4.2 Anti germ Fluoro-Polymer Coated couple water closet Size 380X610X805mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 19275.0 25.4.3 Anti germ Fluoro-Polymer Coated couple water closet Size 370 x 640 x 760mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 18952.0 25.4.4 Anti germ Fluoro-Polymer Coated couple water closet Size 375X650X800 mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 18023.0 336 25.5 25.5.1 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) Each 34317.0 25.5.2 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) each 25954.0 25.5.3 Anti germ Fluoro-Polymer Coated Single PieceW.C. Pan Size 385X720X710mm with solid poly propelyne made soft closing seat cover.(Premium Range) each 22237.0 25.5.4 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) each 19450.0 337 25.6 25.6.1 Anti germ Fluoro-Polymer Coated extended wall hung type couple closet Size 380X650X730mm with solid poly propelyne made soft closing seat cover (Premium Range) each 13365.0 25.6.2 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet Size 375X360X750mm along with dual flushing cistern flushing capacity 3 & 6 litre. (Premium Range) each 10670.0 338 25.7 25.7.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595X435X185 mm with basin mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) each 16581.0 339 25.8 25.8.1 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570x415x200mm with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system with square wall flance & spout complete (decol technology). (Premium Range) each 14543.0 25.8.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570X820X195mm with 15 mm C. P. Table Top pressmatic Pillar cock auto closing system (decol technology). (Premium Range) each 13614.0 340 25.9 25.9.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 615x415x150mm with wall mounted single lever concealed basin mixture (cartridge size 32mm.) (Premium Range) each 15591.0 25.9.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 600x400x185mm with 15 mm C. P. wall mounted single lever concealed basin mixture. (Premium Range) each 14940.0 341 25.1 25.10.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185mm with Table mounted single lever Tall boy basin mixture, (cartridge size 32mm.) (Premium Range) each 18585.0 25.10.2 White vitreous china type Anti germ fluoro- polymer coated counter top wash basin Size 530x420x140mm with tall boy basin mixture, (cartridge size 32 mm). (Premium Range) each 16785.0 342 25.11 25.11.1 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) each 14544.0 25.11.2 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal size 475X315X715 mm top inlet with fixing accessories (Inbuilt spreaders, Inbuilt Bottle trape and inbuilt ceramic Waste coupling) with 15mm Brass made Pressmatic auto closing open urinal flush valve with wall flange (Decol technology, 400000 operation warranted) complete including painting of fittings and brakets, cutting and making good the wall and floors wherever required : each 13336.0 25.11.3 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal back inlet with fixing accessories (Inbuilt spreaders, Inbuilt Bottle trape and inbuilt ceramic Waste coupling) Size 385X325X635 mm with Concealed sensotronic flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brakets, cutting and making good the wall and floors wherever required : URS-WHT-13253N & PRS-CHR-073 each 10641.0 343 25.12 25.12.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm with sensotronic concealed type flushing valve battery & electrical oprated type (9V transformer) for urinal complete set with installation box with control cock. (Premium Range) each 23927.0 25.12.2 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal size 385x325x635 mm with concealed sensotronic flushing valve for urinal complete set with installation box, (Premium Range) each 20025.0 344 25.13 25.13.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 480 X 300X740 mm with 15mm Brass made pressmatic auto closing concealed urinal flush valve with wall flange (Decol technology, 400000 operation warranted). (Premium Range) each 18491.0 345 25.14 346 25.14.1 25.14.2 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated Urinal size 475x315x715 mm (Inbuilt spreaders, bottle trap and ceramic waste coupling) with inbuilt sensor battery & electrical oprated type (9V transformer) for flushing. (Premium Range) each 22998.0 347 25.15 348 25.16 349 25.17 350 25.18 351 25.19 352 25.21 353 25.22 354 25.23 355 25.24 356 25.25 357 25.26 358 25.27 359 25.28 360 25.29 361 25.31 362 25.32 363 25.33 364 25.34 365 25.35 366 25.36 367 25.37 368 25.38 369 25.39 370 25.41 371 25.42 372 25.43 373 25.44 374 25.45 375 25.46 376 25.47 377 25.48 378 25.49 379 25.51 380 25.52 381 25.53 382 25.54 383 25.55 384 25.56 385 25.57 386 25.58 387 25.59 388 25.61 389 25.62 390 25.63 vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, C. P. brass single lever basin mixer, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.63.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) each 14729.0 25.63.2 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 570x470x190 mm. (Premium Range) each 15100.0 25.63.3 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 495x400x365 mm. (Premium Range) each 18490.0 391 25.64 25.64.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) each 10617.0 Note- Schedule of items includes all the items required for maintainance of buildings regarding A/R, S/R MOW, Deposit & Other Works as per SCHEDULE OF RATES FOR BUILDING WORKS inforce from 01/01/2024, issued by Project Director, Public Works Department (PIU) M.P. Bhopal. Sub Engineer Sub Divisional OfficerSurvey Sub Division.P.W.D. Bhopal Executive EngineerMaintanance Division No.2P.W.D. Bhopal
Contract Date: Apr 23, 2026 Contract Value : ₹ 21.93 Lakh
Government Departments No of Bidders 5
Madhya Pradesh View Result →
39.
Defence #11306511 AOC
Tender For Site Clearance Including Grass And Bushes Cutting, Digging Out Roots Of Bushes If Any, Vegetation Clearance From Road Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Surface Excavation N.Exc (Not Exceeding) 30 Cm Deep And Averaging 15 Cm Deep And Getting Out In Soft/Loose Soil Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Repair To Potholes Any Depth, Not Exc 1 Sq M Each Including Sweeping Free From Dust And Mud, Or Water, Scoring Sunken Surfaces In Roads, Paths, Etc. Cutting Around Edges To At Least 25 Mm In Depth, Making Good By Filling In Screened & Graded Road Metal, Watering And Well Ramming (Including Supply Of Road Metal) Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Scarifying Or Picking Gravelled N Exc. 50Mm Deep, Macadam Or Bituminous Macadam Surfaces In Area Exc 400 Sqm By Means Of Mechanical Equipment, Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For 150Mm Thick (Spread Thickness) Soling Or Sub Base With Broken Boulders Or Quarried Stone, Interstices Filled, Surface Formed And Rolled And Consolidated With 8 To 12 Tonne Power Roller To Gradient And Camber Required Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For 150Mm Thick (Compacted Thickness) Wbm (Water Bound Macadam) In Two Layers, Spreading In Layers Each Layer Of Wbm Does Not Exc 7.5Cm With Granite, Trap Or Basalt, With Coarse Aggregates Of Grading 2 (63 To 40Mm Size) Or Of Grading 3 (50 To 20Mm Size), Spread, Rolled And Consolidated To With 8 To 12 Tonne Power Roller To Gradient And Camber Required Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Preparing Surfaces Of Unsurfaced Wbm By Brushing With Wire Brushes For Removing Caked Mud Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bags To Remove All Loose Dirt Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Applying Tack Coat @ 10.0 Kg/10 Sqm Over Wbm Surfaces Paving Bitumen Of Grade Vg-10 All As Specified. , M & L Premixed Bituminous Macadam Using Paving Bitumen Of Grade Vg-30 Penetration Laid/Rolled Compacted To Required Gradient And Camber With Vibratory Power Roller Consolidated Thickness 75Mm (Or Less) Using 4% Binders By Weight Of Mix To Make Good Depressions / Pot Holes Complete All As Specified And As Specified And Directed By Engr-In-Charge. Note: The Job Design Formula Shall Be Got Down From Approved Lab And Got Approval From Ge Before Commencement Of Work. 4% Binder Content Is For Quoting Purpose Only. If The Binder Content Is Less Than 4% In Job Mix Formula, The Rate Shall Be Adjusted At Par Ssr Rate Item 20073. However There Will Not Be Any Adjustment If Binder Content Is More Than 4% In Job Mix Formula. , Preparing The Existing Black Topped Surfaces By Brushing With Wire Brushes For Removing Caked Mud Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Mechanical Air Compressor To Remove All Loose Dirt Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Applying Evenly A Priming/Tack Coat With Paving Bitumen At 5 Kg Per 10 Sq Metre (Vg-10) Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M & L For Providing Bituminous Premix Semi Dense Asphaltic Concrete 30 Mm Thick Consolidated Thickness With 5.5% Binder Content By Weight Of Total Mix Using Paving Bitumen Of Grade Vg-30 Penetration (Using Computerised Hot Mix Plant And Mechanical Paver Machine) And Compacted To Required Camber And Gradient Using Vibratory Power Roller Complete All As Specified And As Specified And Directed By Engr-In-Charge. Note: (I) The Job Design Formula Shall Be Got Down From Approved Lab And Got Approval From Ge Before Commencement Of Work. (Ii) The Rates Are Worked Out On The Basis Of Binder Content @ 5.5% Of The Total Mix By Weight. No Extra Payment Will Be Made For Extra Binder Content But The Deduction Will Be Done If The Binder Content Used Is Less Than 5.5%, The Rate Shall Be Adjusted As Per Ssr Item 20073. , M & L For Providing Bituminous Premix Semi Dense Asphaltic Concrete 40 Mm Thick Consolidated Thickness With 5.5% Binder Content By Weight Of Total Mix Using Paving Bitumen Of Grade Vg-30 Penetration (Using Computerised Hot Mix Plant And Mechanical Paver Machine) And Compacted To Required Camber And Gradient Using Vibratory Power Roller Complete All As Specified And As Specified And Directed By Engr-In-Charge. Note: (I) The Job Design Formula Shall Be Got Down From Approved Lab And Got Approval From Ge Before Commencement Of Work. (Ii) The Rates Are Worked Out On The Basis Of Binder Content Of 5.5% Of The Total Mix By Weight. No Extra Payment Will Be Made For Extra Binder Content But The Deduction Will Be Done If The Binder Content Used Is Less Than 5.5%, The Rate Shall Be Adjusted As Per Ssr Item 20073. , M & L For Applying Average 2Mm Thick Thermoplastic Road Marking Compound Of White/Yellow Of Approved Make, Shade, For Road Marking Of Any Width & Girth & Painting Lines, Dashes, Arrows Etc On Bitumen Road/Pavement & On Concrete Surfaces Using Hot Processor Plant Including Removing Old Paint By Paint Remover Or Burning Of Blow Lamps & Cleaning With Scrapers For Removing All Dirt/Dust & Other Foreign Matters At Site & Managing Traffic Control Etc Complete All As Specified And Directed. Make: Apcotrack Of Asian Or Equivalent In Shalimar/Berger Lewis/Nerolac/Johnson & Nicholson. , Supply And Fixing Cat Eye Of Reflective Type Of Size 100Mm × 100Mm × 20Mm With Pama Strip Lens Reflector Of Model No. Da 52.0 Of Dark Eye Or Equivalent Model Of 3M- Raised Pavement Marker Rpm (With Double Shanks) Fixed With And Incl Ms Stud Of Suitable Size As Per Manufacturers Instructions Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Supply And Fix Solar Cat Eye Aluminium Alloy Shell (100% Water Proofing Design According To Ip 65) Of Size 125Mm × 125Mm × 25Mm (Shank 65Mm) Of High Efficiency Mono Crystal Solar Panel 2.4V 0.3 Watt One Ni-Red Rechargeable Battery (1.2V/1600Mah) Consisting Of Super Bright Led With 10,000 To 18,000 Mcd Completed As Per Manufacturers Instructions Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not Be More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Including Necessary Excavation, Earthwork Removal Of Spoil And Temping Around All As Specified And As Directed By Engr-In-Charge. , M & L For Refixing Of Kerb Stone Jointed In Cement Mortar 1:6 And Struck Flush Including Necessary Excavation, Earthwork Removal Of Spoil And Temping Around Complete All As Specified And As Specified And Directed By Engr-In-Charge. , S&F Delineator 70 Cm Long Made Of 50 Mm Dia Powder Coated Ms Tube With 16 Swg Wall Thickness, With Two Numbers Reflectors 110 Mm Dia Of Abs Body Including Earth Work In Excavation And Cement Concrete 1:2:4 Type B1 (Using 20 Mm Graded Stone Aggregate) Size 30 Cm × 30 Cm Including Necessary Depth Complete All As Specified And As Specified And Directed By Engr-In-Charge. , S&F Convex Mirror Of 800 Mm Dia Size Including Earth Work In Excavation And Cement Concrete 1:2:4 Type B1 (Using 20 Mm Graded Stone Aggregate) Size 30 Cm × 30 Cm Including Necessary Depth Complete All As Specified And As Specified And Directed By Engr-In-Charged. , S&F Of Reflective Type Sign Boards Made Up Of Powder Coated Aluminium Including Excavation And Earthwork In Any Type Of Soil And Cement Concrete 1:2:4 Type B1 (Using 20 Mm Graded Stone Aggregate) Size 30 Cm × 30 Cm Including Necessary Depth Of Required Shape And Size Complete All As Specified And As Specified And Directed By Engr-In-Charge. , S&F Of Black And Yellow Rubber Speed Hump Made Up Of High Quality Industrial Rubber, For Road, 500 × 400 × 75 Mm, Bearing Capacity Of Minimum 20 Ton Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Taking Down Eaves Gutters And Rainwater Pipes (Any Size Or Pattern), Including All Fittings, Heads, Shoes, Bends, Swan-Necks, Etc., Including Cleaning Or Refixing Or Removal To Store (Measured Overall As Fixed Along The Centre Line Over Fittings And Accessories) Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Reinforced Cement Concrete Drain Pipes Of 200 Mm Dia Bore With Collars, Class Np-2, Laid And Jointed Complete Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Concrete Bed To Drain Pipes 200 Mm Bore Including Packing Under And Haunching Against The Sides Of Pipe, After They Are Laid And Tested In Cement Concrete 1:3:6 Type C-2 (Using 40 Mm Graded Crushed Stone Aggregate) Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Demolition Of Stone Slabs And Tiles Laid, Bedded And Pointed In Any Mortar Of Any Description Or Thickness In Floors, Aprons Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Demolition Of Cement Concrete In Ground Floors And Paving Not Exceeding 15 Cm Thickness (Below Or Above Ground Level) And Disposing The Rubbish To A Distance Exceeding 50 Mtr But Not Exceeding 100 Mtr Away To Low Lying Areas Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For 75 Mm Thick Plain Cement Concrete 1:3:6 Type C-2 (Using 40 Mm Graded Stone Aggregate) In Sub Base Of Floor Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L Cement Mortar (1:4) For Screed Bed Or Bedding Layer Of Mortar 15 Mm Thick For Laying Floor Finishes Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Exterior Grade Coloured, Glossy Finished, Rubber Pressed Precast Chequered Cement Concrete Tiles 30 Cm × 30 Cm × (22 To 25) Mm Thick, Set, Jointed And Pointed In Neat Cement Slurry In Floors With Grey Cement And Pigments Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Supplying And Fixing Frp (Fiber Reinforced Plastic) Drain Cover Slab (Size = 1000 Mm × 450 Mm × 75 Mm) Of Approved Make, Designed For A Minimum Load Capacity Of 2.5 Tons, Manufactured From High-Strength Fiberglass Reinforced Resin, Complete With Anti-Skid Surface, Corrosion And Uv Resistance, Lightweight, Non-Conductive, And Maintenance-Free, Including All Fittings, Seating On Drain/Concrete Ledge, Testing, And Installation Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Excavating Over Areas In Soft/Loose Soil, Not Exceeding 1.5 M Deep And Getting Out Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For 100 Mm Thick Plain Cement Concrete 1:4:8 Type D-2 (Using 40 Mm Graded Stone Aggregate) In Sub Base Of Floor Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Tmt Bars Upto 10 Mm Dia And Above As In Reinforcement For Concrete, Cut To Length, Bent To Shape Required Including Cranking, Bending Spirally For Hooping For Columns, Hooking And Including Mild Steel Wire (Annealed) Not Less Than 0.9 Mm Dia Or Securing With Clips Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Formwork To Faces Of Walls, Retaining Walls, Abutments, Parapets And Staircase Railings And Similar Work Including Attached Pilasters, Buttresses, Etc.; Vertical Or To Batten Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Floor Slabs, Landings And Similar Work Not Exceeding 200 Mm Thick (Horizontal Or Sloping) Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Reinforced Cement Concrete Work (Design Mix) M-30 As In Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams; Bases For Columns, Etc.; Basement Slabs, Under-Reamed Piles And Mass Concrete Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Reinforced Cement Concrete Work (Design Mix) M-30 As In Drain Or Culvert Or Walls, Retaining Walls, Basement Walls, Ballast Walls And The Like; Any Thickness; Above Top Of Footings; Including Pilasters And Buttresses Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Reinforced Cement Concrete Work (Design Mix) M-30 As In Slabs Supported On Walls, Beams And Columns In Floors, Roofs, Landings, Balconies, Canopies, Deck Slabs And In Shelves And The Like Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Removing Excavated Soil/Building Material/Debris To A Distance Exceeding 250 M But Not Exceeding 500 M And Depositing Where Directed Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge.
Contract Date: Jun 17, 2026 Contract Value : ₹ 4.18 Crore
Statutory Bodies & Commissions/Committees No of Bidders 4
Haryana View Result →
40.
Public Administrative Department #11306281 AOC
Tender For Various development Works At Swami Ramdev Maharaj Sports Complex.-ITEM NO: 1 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete (SSR Item No: 46.19) (PMC Bhavan) Unique No (16026) Rate List Year (2024-2025) ITEM NO: 2 Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (SSR Item No: 46.12) (PMC Bhavan) Unique No (16019) Rate List Year (2024-2025) ITEM NO: 3 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means (SSR Item No. 21.02) (PMC Bhavan) Unique No (15202) Rate List Year (2024-2025) ITEM NO:4 Transportation of material obtained from excavation including soil, Cu.M rubble, bricks, RCC concrete, kerb stones, steel railing, iron pipes, channels etc. Obtained from excavation, dismantling, loading in a Truck of minimum 5 Cu M capacity or designed capacity and transporting within the municipal limits or any designated place, unloading, stacking or spreading of material etc. complete. As directed by Engineer In charge (SSR Item No: 78.36) (PMC Bhavan) Unique No (17223) Rate List Year (2024-2025) ITEM NO: 5 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. (SSR Item No: 21.38) (PMC Bhavan) Unique No (15233) Rate List Year (2024-2025) ITEM NO: 6 Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. (SSR Item No: 21.37) (PMC Bhavan) Unique No (15232) Rate List Year (2024-2025) ITEM NO: 7 Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (SSR Item No: 24.10) (PMC Bhavan) Unique No (15312) Rate List Year (2024-2025) ITEM NO: 8 Supply of Titanium FIFA Certified Soccer Turf EB-50 MM Series Grass:- Material /Dtex: PE12000 Structure Monofilament Yarn Pile Height (mm): 50 10cm): 15 Stitch rate (Per 10 cm):15 Guage (inch): 5/8 Stitches/m2:9450 Roll (Mtr) Width x Length: 4 or 2 x 30,5 Breaking: Triple Layers High wear resistance & perfect ball roll properties Economical System & UV Resistance Creative Technology & Quick Construction Natural & Beautiful appearance Good performance Reinforced Playability 3 years Turf Warranty 1 year Glue Warranty SBR Black Rubber Granuels in size of 8mm to 2.4mm 10kg/m2 Silica Sand 18kg/m2 Silica Sand 18kg/m2 Tape & European PU glue with hardner (Ration 2:1) According to Layout Colour-Green Plan Installation Installation of Turf with inhouse trained installation team Infill of Silica Sand & Granules Brushing & Line Marking. Including Transportation (SSR Item No: 72.4) (PMC Bhavan) Unique No (17099) Rate List Year (2024-2025) ITEM NO: 9 Cricket Pitch Turf Providing & Fixing Full Pitch Synthetic Turf 15 mm thk. of size 30 M X 2.75 M. over Tremix surface (Excluding Tremix) with suitable arrangement/adhesive as per manufacturers specification rolling with hand roller for removing air gaps as directed by Engineer In charge etc. complete. (SSR Item No: 72.1) (PMC Bhavan) Unique No (17096) Rate List Year (2024-2025) ITEM NO: 10 Providing & Fixing nylon net 35mmx35mmx1.75mm including top and side. (SSR Item No. 72.2) (PMC Bhavan) Unique No (17097) Rate List Year (2024-2025) ITEM NO: 11 Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. (SSR Item No: 42.52) (PMC Bhavan) Unique No (15904) Rate List Year (2024-2025) ITEM NO: 12 Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted/welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. (SSR Item No: 23.01) (PMC Bhavan) Unique No (15297) Rate List Year (2024-2025) ITEM NO: 13 Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete. (SSR Item No: 23.12) (PMC Bhavan) Unique No (15307) Rate List Year (2024-2025) ITEM NO: 14 Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters (SSR Item No: 42.53) (PMC Bhavan) Unique No (15905) Rate List Year (2024-2025) ITEM NO 15 Providing and fixing colour coated Zincalume (R) AZ150 (min 150 gms/sq.mt total on each side) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT) (0.5 mm TCT), Hi-strength steel with min. 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon)coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coal on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fiuting in the five pan at nominal 180-250 mm center to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre) with COLORBOND (R) steel quality super durable polyester paint (SSR Item No: 38.34) (PMC Bhavan) Unique No (15655) Rate List Year (2024-2025) ITEM NO: 16 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints. raking out joints, watering and scaffolding etc. Complete (SSR Item No. 27.13) (PMC Bhavan) Unique No (15381) Rate List Year (2024-2025) ITEM NO: 17 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. (SSR Item No: 32.11) (PMC Bhavan) Unique No (15444) Rate List Year (2024-2025) ITEM NO: 18 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt. (SSR Item No: 44.10) (PMC Bhavan) Unique No (15994) Rate List Year (2024-2025)
Contract Date: Jun 19, 2026 Contract Value : ₹ 33.26 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
41.
Public Administrative Department #11306280 AOC
To carry out various remaining development works at Vitthal Tupe Sports Complex Hadapsar=-ITEM NO : 1 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means ( SSR Item No : 21.02 ) (PMC Bhavan ) Unique No (15202) Rate List Year (2024-2025) ITEM NO : 2 Transportation of material obtained from excavation including soil, rubble,bricks,RCC concrete, kerb stones, steel railing, iron pipes, channels etc. Obtained from excavation, dismantling, loading in a Truck of minimum 5 Cu M capacity or designed capacity and transporting within the municipal limits or any designated place, unloading, stacking or spreading of material etc. complete. ( SSR Item No : 2.39 ) (PMC ROAD ) Unique No (114) Rate List Year (2023-2024) ITEM NO : 3 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. ( SSR Item No : 2.29a ) (PMC ROAD ) Unique No (103) Rate List Year (2023-2024) ITEM NO : 4 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete ( SSR Item No : 2.30 ) (PMC ROAD ) Unique No (105) Rate List Year (2023-2024) ITEM NO : 5 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. ( SSR Item No : 2.31 ) (PMC ROAD ) Unique No (106) Rate List Year (2023-2024) ITEM NO : 6 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover of 75Kilogramwith lid and frame fixed in cement concrete. ( SSR Item No : 42.11 ) (PMC Bhavan ) Unique No (15863) Rate List Year (2024-2025) ITEM NO : 7 Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete. ( SSR Item No : 42.12 ) (PMC Bhavan ) Unique No (15864) Rate List Year (2024-2025) ITEM NO : 8 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. N o t e : O n l y 8 5% r a t e i s p a y a b l e t i l l satisfactory hydraulic testing is given. The Bidder shall procure RCC pipes and chamber covers from following suppliers 1) M/S Sneh Precast 2) M/S Kalokhe pipes and precast industries 3) M/S Poona Concrete Company If bidder wish to supply RCC pipes and chamber covers other than above suppliers, then it is mandatory to take approval of supplier from concern department. Third party inspection of RCC pipes and chamber covers is mandatory and should be witnessed by EIL/IR CLASS/SGS. The cost of third party inspection should be borne by contractor. Class ‘NP-II 300 mm ( SSR Item No : 50.a vii ) (PMC Drainage ) Unique No (19058) Rate List Year (2024-2025) ITEM NO : 9 Providing and constructing on sewer line, B. B. masonry circular m a n h o l e w i t h c o n c e n t r i c cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 1.50 M with 23 cm. thick and 35cm thick brickwork for balanced depth in 230 X 100 X 75 mm brick masonry in CM 1:5 proportion plastering both inside and outside in CM 1:3 with cement finish, half round RCC pipe of required dia excluding excavation including PCC1:3:6 in bed 100 mm thick , haunches and channels in 1:2:4 proportion concrete, finishing channels in smooth rendering, providing 100 mm thick 1:2:4 coping on the top of the masonry & below frame including providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. heavy duty 275 kg. etc. complete as directed by Engineerincharge. Note : The rate of this item isinclusive of hydraulic testing of chamber. Providing and constructing on sewer, B. B. masonry circular manhole with concentric cone (as per attached drawing no.1) ( SSR Item No : 56 ) (PMC Drainage ) Unique No (19206) Rate List Year (2024-2025) ITEM NO : 10 Providing & Applying External Textured Paint + Applying Waterproofing Coat as per below steps 1) Cleaning + crack filling 2) 1coat of Waterproofing Chemical 3) 1 Coat Apex Duracast CrossTex (2mm Thk) 4) 2 Coat of Professional Premium Exterior Emulsion Apex including claning and preparing the existing surface and scaffolding if necessary ( SSR Item No : 63.13 ) (PMC Bhavan ) Unique No (16702) Rate List Year (2024-2025) ITEM NO : 11 Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. ( SSR Item No : 32.34 ) (PMC Bhavan ) Unique No (15466) Rate List Year (2024-2025) ITEM NO : 12 Water bound distemper : Providing and applying water bound distemper along with primer coats including scaffolding if necessary, cleaning and preparing the surface etc. complete Recommended companies: Asian, neroleck, Dulex ( SSR Item No : 63.1 ) (PMC Bhavan ) Unique No (16691) Rate List Year (2024-2025) ITEM NO : 13 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. ( SSR Item No : 46.42 ) (PMC Bhavan ) Unique No (1547) Rate List Year (2023-2024) ITEM NO : 14 House keeping : Cleaning Of Passage by wet and dry method including swipping, water, phenol, room freshener, acid and chemical cleaning, scrubber machine, Colin for glass cleaning, material and labour, etc. complete. ( including all windows, doors, tables etc. present in passage for one time cleaning) ( SSR Item No : 78.19 ) (PMC Bhavan ) Unique No (17191) Rate List Year (2024-2025) ITEM NO : 15 Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. ( SSR Item No : 35.23 ) (PMC Bhavan ) Unique No (15573) Rate List Year (2024-2025) ITEM NO : 16 Building (Bd-V : Water supply and sanitory fittings)Upvc sanitary pipes all 20 mm dia ( SSR Item No : 49.V-346 ) (PMC Bhavan ) Unique No (2314) Rate List Year (2023-2024) ITEM NO : 17 Flat back urinal-providing and fixing flat back urinal without flushing tank but including bracket for fixing urinals,inlet pipe,32mm dia pvc flush pipe and stop tap ,filling the gaps with white cement etc complete ( SSR Item No : 61.04 ) (PMC Bhavan ) Unique No (16484) Rate List Year (2024-2025) ITEM NO : 18 Building (Bd-V : Water supply and sanitory fittings)Gun Metal stop tap with crutch wheel 20mm ( SSR Item No : 49.V-31 ) (PMC Bhavan ) Unique No (17702) Rate List Year (2024-2025) ITEM NO : 19 Building (Bd-V : Water supply and sanitory fittings)Shower rose chromium plated brass 10cm ( SSR Item No : 49.V-177 ) (PMC Bhavan ) Unique No (17848) Rate List Year (2024-2025) ITEM NO : 20 Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. ( SSR Item No : 23.01 ) (PMC Bhavan ) Unique No (15297) Rate List Year (2024-2025) ITEM NO : 21 Providing and fixing colour coated Zincalume (R) AZ150 (min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon)coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center tocenter. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre) with COLORBOND ( R ) steel quality super durable polyester paint ( SSR Item No : 38.34 ) (PMC Bhavan ) Unique No (1155) Rate List Year (2023-2024) ITEM NO : 22 Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant with scada as per approved mix design, admixtures, transporting to site, spreading, laying with skid vibrator,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. ( SSR Item No : 5.03 ) (PMC ROAD ) Item Spec : (MORTH 602) Unique No (175) Rate List Year (2023-2024) ITEM NO : 23 Providing and fixing 40mm diameter and 1.5 mm thick Stainless steel hand railing in S.S.304 Grade including fabricating ,fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe etc. complete ( SSR Item No : 40.6 ) (PMC Bhavan ) Unique No (15777) Rate List Year (2024-2025) ITEM NO : 24 Providing and fixing self supporting steel roofing system for a Godown or alike made up of structural grade steel sheet of 912 millimeter width ( tolerance +/- 2 millimeter ), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 15.30 meter having arch rise as 3.06 meter, arch length 17.75 meter. The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 0.80 millimeter ( tolerace + / - 0.02 millimeter ) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of millimeter thick polycarbonate sheet of size 2’ x 7’ and turbo ventilator of 24’’diameter to be installed at every 30 feet along the length of roof including finishing, testing and cleaning etc. complete. ( SSR Item No : 38.41 ) (PMC Bhavan ) Unique No (15662) Rate List Year (2024-2025) ITEM NO : 25 Providing and fixing machine cut mirror polished 18 mm to 20 mm thick telephone black granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with full moulding the edges etc. complete . Both side polish ( SSR Item No : 33.36 ) (PMC Bhavan ) Unique No (15504) Rate List Year (2024-2025) ITEM NO : 26 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) ( SSR Item No : 39.20 ) (PMC Bhavan ) Unique No (15694) Rate List Year (2024-2025) ITEM NO : 27 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/Running metre. and window frame bottom track sect ion 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/Running metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box. ( SSR Item No : 39.37 ) (PMC Bhavan ) Unique No (15711) Rate List Year (2024-2025) ITEM NO : 28 Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. Spec. Number : As directed by Engineer-in-charge. ( SSR Item No : 23.11 ) (PMC Bhavan ) Unique No (15306) Rate List Year (2024-2025) ITEM NO : 29 BITUMINOUS CONCRETE WITH SCADA:- Providing and laying bituminous concrete using crushed aggregates of grading II, premixed with bituminous binder @ 6% per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver with scada, vibratory roller with scada.with Stone Dust filler with Stone Dust filler. (VG-30 bulk bitumen rates are considered ) ( SSR Item No : 3.48 ) (PMC ROAD ) Unique No (627) Rate List Year (2024-2025) ITEM NO : 30 Stamped Concrete :- Thin overlay approximately 1/32 to 5/16 (thicker application may be nessecery in some situations) of stamped concrete overlays over M-20 concrete of 100 mm thicksurface, interior, applied smooth,textured or stamped in various patterns and designs using stamps and seamless texture skins, then antiqued, chemically stained or integrally colored and sealed with the appropriate coating. Systems sealers or protective top coats according to the job conditions and specifications. (including the cost of M-20 concrete of 100 mm thickness) ( SSR Item No : 1.10 ) (PMC ROAD ) Unique No (204) Rate List Year (2023-2024) ITEM NO : 31 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete ( SSR Item No : 27.13 ) (PMC Bhavan ) Unique No (15381) Rate List Year (2024-2025) ITEM NO : 32 Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete/ brick/ stone masonry surfaces in all positions with base coat 12 to 15 mm. thick in C.M. 1:4 using gray cement and rough cast treatment 12 mm thick in proportion of 1:1 1/2:3 using colour pigment including scaffolding and fourteen days curing etc. complete. ( SSR Item No : 32.13 ) (PMC Bhavan ) Unique No (15446) Rate List Year (2024-2025)
Contract Date: Jun 22, 2026 Contract Value : ₹ 49.64 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
42.
Public Administrative Department #11290947 Technical Bid
Tender for Cartage Of Malva, Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labour T&P Including Cartage Of 8 Km. (Chapter No.3 Si.No.8) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (1 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (2 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (3 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Earth Work In Filling In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 8Km. Form The Foundation Trenches Including Royalty@ 9.00 Per Cum. (Chapter No.4 Pwd.Sch.-253(A)+ Cptr No. 3 1 To 8 Km.) , Earth Work In Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Earth Work In Excavation In Foundation In Ordinary Soil Mixed With Moorum Shingle Kankar Requiring The Use Of Special Tools And Plants Such A Pick Axes Subbals Etc. Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Extra For Earth Work In Embankment Mechanically Compacted To 98% Proctor Density Ln Ordinary Soil, Excavation To Be Done Form Of Regular Pits Not Exceeding 0.5Mtr In Depth And Work In Embankment To Be In 20Cm Layer Including Ramming And Dressing Pulverization Surfacing Including Supply Of Labour, T&P, Roller And Water Sprinkle , Back Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Upto 1.5 M Incl. Cost Of All Labor Complete As Per Specifications , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 1.50M To 3M. , Supply & Fixing 3.5Kg And Or As Specified By The Manufacture, Harderner In Trexim Concrete Per Sqm. , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 3.00M To 4.50M. , Cleaning Jungles Including Uprooting Of Trunk Vegetation Grass, Bushes, Wood Trees And Sapling Of Girth Upto 30Cm Measured At A Height Of 1 Meter Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 Meters Out Side The Periphery Of Area Cleared. , Removal Of Silt For Nala/Nali In Liquid Mud Or Faul Position With Special T&P Including Lead 30M And Lift Up To 3.00M Etc. All Complete. (As Per Attached Sanctioned Rate Analysis) , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 4.50M To 6.00M. , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.5 M Lift And 30 M Lead. The Earth In Form Of Cutting (B) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Etc. All Complete. (4-Chapter Si.No.3) , Sand Filling In Plinth Including Supply Of Necessary Quality Of Local Sand From A Distance Not Exceeding 8 Kms From The Site Of Work And Including Watering Dressing Etc.Required For Proper Completion Of Work (Chapter No.4 Si.No.6 ) , Providing And Laying Cement Concrete In 1:5:10 (1 Cement :5 Fine Sand 10 Stone Ballast 40 Mm Gauges) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.1) , Providing And Laying Cement Concrete In 1:4:8 (1 Cement:4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors (5-Chapter Sr.No.2) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand :6 Gladed Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.3) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand:6 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors. (5-Chapter Sr.No.5) , Providing And Laying Cement Concrete In 1:2:4 (1 Cement: 2 Coarse Sand :4 Graded Stone Aggregate 40 Mm Noffrinal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors..(5-Chapter Sr.No.6 Si.No..4.1.3) , Providing And Laying Cement Concrete In 1:1.5:3 (1Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors. (5-Chapter Sr.No.7) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement -All Work Up To Plinth Level: 1:2:4 (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Up To Plinth Leuel:1:2:4 In Raft Foundation (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Trp To Plinth Level : 1:1.5:3 (1 Cement:1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Ch-S Si No- 5,1.2 , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete,Slab Including The Cost Of Centering, Shutterang, Finishing And Excluding Reinforcement - Above Plinth Level Upto Fifth Floor Lable : 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Above Plinth Level Upto Fifth (V) Floor Lable , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Balconies, Shelves, Chajjas, Bands, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Including The Cost Of Centering, Shuttering, Finishing Exlcuding Reinforcement, With 1:1.5:3 In Heavier Beam (1 Cement: 1.5 Coarse Sand(Zone-Lll) : 3 Graded Stone). , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Work Up To Plinth Level (5-Chapter S.I. No.-16) , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Works Above Plinth Level Upto Floor V Level (5-Chapter S.I. No.-16) , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.. ( Chapter No. 06 Sr.No. 1) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Foundation And Plinth Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapter No. 06 Sr.No. 2) , Class-150 (Non Modular) Brick Work In 1 :4 Cement And Fine Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Only 80Mm Thick Wall). (Chapter No. 06 Sr.No.3) , Class-150 (Non Modula0 Brick Work In L:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Chapter No. 06 Sr.No.4) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. (Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand Mortor In Super Structure Above Plinth Level Upto Floor Five Level For Wall Thickness More Than 12Cm. Including Supply Of All Material, Labour And Tools And Plants Etc. All Complete. {Chapter No.6 Si.No.2+6} , Add Extra To Ltem No. 1 To 4 Above For Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 12Cm And Less. (Chapte No. 06 S.I. No. 2+4) , Add Extra To Ltem No. 1 To 4 Above But In Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 8Cm And Below. (Chapte No. 06 S.I. No. 2+4) , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.1} , Providing And Laying Damp-Proof Course 25 Mm Thick With Cement Concrete 1:2.4 (1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.2} , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7K9 Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Piece Of Cloth Lightly Soaked In Kerosene Oil.. {Chapter No.07 Si.No.3} , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (A) 35Mm Thick. (Chapter No.9 Si.No.1-9.21.1) , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (2) 30Mm Thick. (Chapter No.9 Si.No.1-9.21.2) , Providing & Fixing 1.00 Mm Thick Decorative High Pressure Laminated Sheet Of Plain/Wood Grain In Gloss/Matt/Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Uality Conforming To Is : 2046 Type S, Including Cost Of Aadhesive Of Approved Quality. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styless And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shal Be Flat And 20 Mm Shalll Be Tapered In 45 Degree Angle On Both Sides Forming Styless And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail And Lock Rails Shall Be Top, Bottom And Lock Rails Shall Be Provided Both Sides Of The Panel. 10 Mm (5 Mm X 2) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/Sealed To The Styles & Rails With 7 Mm (5 Mm + 2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interrior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing.30 Mm Thick Pre Laminated Pvc Door Shutters , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Ls: 1868, Minimum Anodic Coating Of Grade Ac 15) , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item): With Float Glass Panes Of 4.0 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 5.5 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 8.0 Mm Thickness , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315 , Having Brand Logo Embossed On The Body/ Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors Including Cost Of Cutting Floors ,Embeding In Floors As Required And Making Good The Same Matching To The Existing Floor . Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Entineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. , Providing And Tixing Factory Made Upvc White Colour Casement/ Casement Cum Frxed Glazed Door Comprising Of Upvc Multi-L Chambered Frame. Sash And Mullion (Where Ever Required) Extrlcled Profiles Dl,Ly Reinforced With 1.60 T 0 2 Mm Thick I Galvalized Mild Steel Section Made From Roll Forming Process Of Iequrred Length {Shape & Size According To Upvc Profile), I Ldvc Extruded Glazing Beads Of Appropriate Dimension. Epdi\/L Gasket. Znc Alloy (White Powder Coated) 3D Hrnges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Rnulti Point Locking Having Transmission Gear, Cylinder With Keeps And One Sicle Key, G.L Fasteners 100 X I Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Weldecl Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. Afier Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approvecl Quality, All Complete As Per Approved Drawing & Cllrection Of Engineer-In-Charge. (Single I Double Glass Panes And Sllicon Sealent Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dlrnension I.E. In Depth & Width Of Profile Shall Be Acceptable Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Rm & Sasn 67 X 1 10 Mm Both Having Wall Thickness Of 2.3 I 0.2 ^Rr Ancl Single Glazing Bead / Double Glazing Bead Of Lappopiate D.Mersion. (Area Of Door Upto L2 00 Sqm). , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Structural Steel Work In Single Section, Fixed With Or Withoul Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required Heavy Size Such As Trusses Built , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Apptying A Priming Coat Of Approved Steel Primer.(Chapter No.10 Si.No.4-10.3) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pjpe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\4.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover (Upto 10.00 Sqm).(Chapter No.10 Si.No.4-10.5) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\Il.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X,1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters. Exceeding 10.00 Sqm And Upto 16.80 Sqm/Above In The Area , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc, Complete. Hot Finished Welded Type Tubes , Supply And Fixing Stainless Steel (Grade 304) Ralling Made Of Hollow Tubes, Channels, Plates Etc. Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Steel Nuts And Bolts Complete. I/C Fixing The Ralling With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts Fasteners Etc.). (Chapter No.10 Si. No. 14 New) , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Galvanised M.S. Wire Gauze With 0.63 Mm Dia Wire And 1 .4 Mm Aperture On Both Sides , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Stainless Steel (Grade 304) Wire Gauze Of 0.5 Mm Dia Wire And 1.4 Mm Aperture On Both Sides , Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregasted With A Cost Of Coarse Sand At 60 Codm Per 10 Sgm, Including Cleaning The Slab Surface With Keroseme Oil Complete : With Residual Type Petroleum Bitmen Of Grade Vg-10 , Providing And Laying Integral Cement Based Water Proofing Itreatment Including Preparation Of Surface As Required For Itreatment Of Roofs, Balconies, Terraces Etc Consisting Of Lfollowing Operations: (A) Applying A Slurry Coat Of Neat Cement Lusing 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Lcompound Conforming To Ls. 2645 And Approved By I E Ng Ineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Lupto 300 Mm Height Including Cleaning The Surface Before Llreatment. B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 125 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 L Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Ofjunctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Lb : 2645 And Approved By Engineer-In-Charge (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix L:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Includlng Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finjshing The Surface With Lrowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge :Wth Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65Mm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 80 Mm Thick With Zinc Coating Not Less Than 275 Gm/ Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M , Providing And Laying Six Courses Water Proofing Teatment With Bitumen Felt Over, Roofs Consisting Of First, Third And Llfth Course Of Blown Bitumen 85/25 Or 9O/15 Conforming To Ls : 702 Applied Hot @ 1.45, L.2O And 1.45 Kg Per Square Metre Of Area Respitively, Second And Fourth Courses Of Roofing Felt Lype 3 Grade I Conforming To Ls : 1322 (Hessian Based Self Flnished ;Itumen Felt) , Sixth And Final Course Of Stone Grit 6 Mm And Down Size Or Pea Sized Gravel Spread At 6 Cubic Decimeter Per Sqm Iniluding Preparation Of Surface But Excluding Grading, Complete. , 10 Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: With Common Burnt Clay F.P.S.(Non Modular) Brick Tile Of Class Designation 10 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineerin-Charge) 0 50 Mm (+ 0.05 %) Total Coated Hickness With Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Icrons Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge, The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roollng Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Ridges Plain (500 - 600Mm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Ls: 12823 Grade Ltype Ll, In Anelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing 12 Mm Thick Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. I\4Arine Plywood Conforming To Ls: 710 , Providing And Fixing Tiled False Ceiling Of Specilled Materials Of Size 595X595 Mm In Lrue Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanlzed @ 120 Grams/ Sqtn, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel Lo Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24x0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Iight Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gl Slotted Cleats Of Size 27 X 37 X 25 X1.6 Mm Fixed To Ceiling With 12.5 Mm Dia And 50 Mm Long Dash Fasteners, 4 Mm Gl Adjustable Rods With Galvanised Butterfly Level Clips Of Size 85 X 30 X 0.8 Mm Spaced At 1200 Mm Center To Center Along Main T, Bottom Exposed Width Of 24 Mm Of All T- Sections Shall Be Pre-Painted With Polyester Paint, All Complete For All Heights As Per Specifications, Drawings And As Directed By Engineer-In-Charge. Gl Metal Ceiling Lay In Plain Tegular Edge Global White Color Tiles Of Size 595X595 Mm, And 0.5 Mm Thick With 8 Mm Drop; Made Of G Lsheet Having Galvanizing Of 100 Gms/Sqm (Both Sides Inclusive) And Electro Statically Polyester Powder Coated Of Thickness 60 Microns (Minimum), Including Factory Painted After Bending , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Ls 8225:1987, Light Reflectance Of 85%(Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bsi476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991,In True Horizontal Level Suspended On Inter- Locking Metal T-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 24X38 Mm Of Length 3000 Mm, Cross - T Of Size 24X32 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 24X32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, I Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 24X24x0.40 Mm Ol Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 460 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-Incharge. With 15 Mm Thick Tegular Edged Light Weight Calcium Silicate False Ceiling Tiles. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Fine Sand (Not Less Than In 1.25 Fm) Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:3 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:4 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 20 Mm Cement Plaster 1:3 (L Cement:3 Coarse Sand) Linished With A Floating Coat Of Neat Cement. , 20Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding Bomm. Ln Girth And Finished Even And Smooth , 6Mm Thick Celling Plaster 1:3 (1 Cement :3 Fine Sand) Cement & Fine Sand In F.M Not Less Than 1.25, 1:3 Including Chipping Of Reinforced Cement Concrete Surface Before Celing Plaster. The Cost Of Including At Material, Labor T&P And Scafolding Etc Complete. (Chapter No.13 Si.No.13) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Morlar1:4 (1 Cement: 4 Coarse Sand) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Including 50Mm Thick Base With Concrete 1:4Rb Complete As Per E/L , Marble Tiles Stone Slabs 18 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With : Marble White Dhungriquality , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With: White Alebeta White Stone , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) : 25 Mm Thick , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Moftar 1:5 (L Cement: 5 Coarse Sand)With Joints Finished Flush.Red Sand Stone , Prividing & Laying Ceramic Non Skid Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming Tq Ls : 15622 Of Approved Make In Colours Such As White, Lvory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Ioints With White Cement And Matching Pigment Etc., Complete. , Providing & Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Ls : 15622 (Thickness To Be Specified By The Manufacturer )Of Approved Make In Atl Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-Incharge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Morta|L:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 33Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Vitrified Tiles 500X500mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providing And Laying Vitrified Tiles 600X600mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providlng And Laying Polished Granite Jet Black Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge.{Chapter No.14 Si.No.27} , Stone Work (Machine Cut Edges) For Wall Llning Etc. (Veneer Work) Upto10 Metre Height, Backing Filled With A Grout Of Avercge 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Polnting In White Cement Mortar 1:2 (1 White Cement R 2 Stone Dust) Wlth An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Plns Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Flne Dressed With Rough Backing. 30 Mm Thick , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Including Curing The Cost Of All Material, Labour, T&P Etc. Complete. (Chapter No.15 Si.No.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Ofwork. , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) Supply Of All Labour Material And T&P Requlred For Proper Completion Of Work. , Finishing Walls With Textured Exterior Paint Of Required Shade New Work (Two Or More Coats Applied @ 328 Ll Lo Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20K9/10 Sqm Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade ; New Work (Two Or More Coat Applied @ 1.67 Llth) Sqm Over And Including Priming Coat Ofexterior Primer Applied @ 2 20 Kg/10 Sqm) Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/L0 Sqm Over An Under Coat Of Primer Applled @ O.B0 Ltr/10 Sqm Of Approved Brand And Manufacture. Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacturb Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Paint Of The Two Coat Over Primer Coat Wood Surface And Etc. All Complete.(15-Chapter Si.No.8+10+11) , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Upto 10 Cm In Width , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Of Work , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Includlng Cost Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work Wood And Steel , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..One Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..Two Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Sudace Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Lst Quality Acrylic Distember (Ready Mix) Having Voc Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture To Give An Even Shade:Old Work (One Or More Coats) , White Washing Wth Lime On Undecorated Wall Surface (One Coat) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , White Washing Wth Lime On Undecorated Wall Surface (Three Or More Coats) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , Colour Washing Such As Green, Blue And Other Coloures Or Buff To Give An Even Shade New Work Colour Washing (Two Coats) With A Base Coat Of White Washing With Limes Including Cost Of All T&P Other Complete Work. , Removing White Or Colour Wash By Scrapping And Sand Papering And Pteparing The Surface Smooth Including Necessary Repairs To Scratches Etc Complete , Demolishing Cement Concrete Manually Including Disposal Of Materialwithin 50 Metres Lead , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By E/Ic With In A Distance Of 60 Meters (200 Feet). (17-Chapter Pwd. No.694) , Demolishing R.B. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-Incharqe. , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge In Cement Mortar. (17-Chapter Si.No.6) , Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Eng;Neer-In-Charge : Ln Lime Mortar , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead Of Area 3 Sq. Metres And Below , Dismantling Steel Work In Single Sections Including Dismembering And Stacking Within 50 Metres Lead In: R.S. Joists , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (17-Chapter Si.No.16) , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Wlthin 50 Metres Lead. , Dismantling Of Old Interlocking Tiles Pavement Including Staking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. (Ns) , Random Rubble Masonry 1:6 (1 Cement: 6 Coarse Sand), With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size).Upto Plinth Level With , Random Rubble Masonry 1:6 (1 Cement : 6 Coarse Sand), With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (L Cement:6 Coarse Sand:12 Graded Stone Aggregaie 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like , 30 Mm Red Sand Stone Sun-Shade (Chisel-Dressed) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Finishing Complete. , Providing And Fixing Red Sand Stone Jali 40 Mm Thick Throughout In Cement Mortar 1R3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick (Chapter No.18 Si.No.7) , Supply And Fixing 500 Liter Pvc. Sintex Water Tank Etc. All Complete. (19-Chapter Sr.No.2(C)) , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Constuction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M-30 (Grade), Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exeeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Acapacity And Apporopriate 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 Continous Aperation Including Provision Of Contraction, Expansion, Construction And Constructionl Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days, Curing Comound (Where Apecified) And Water Finishing To Lines And Grade As Per Drawing And Technical And Technical Sepcification Clause 1501. (For Agra). (Chapter No.20 Si.No.12) , Construction Of Un-Reinforced, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Ls 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Prim Er, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing For Agra , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work.80 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Coloured) , Re-Laying Of I Shaped Precast Interlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50Kg) Including 25Mm Thick Loacal Sand Base Levelling And Ressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Comlete Work. Including Vat (Chapter No.20 Si.No.19 New Item) , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe. (Lnternal Work - Exposed On Wall) 32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 40Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 50Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 15 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 20 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 25 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 32 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 40 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 62.50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 75 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 100 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 150 Mm Nonrinal Dia Pipes , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 15 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 20 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 25 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 32 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 40 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 50 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 15 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 20 Mm Dia Nominal Bore , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 60X60x75 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 90X90x100 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 120X120x100 Cm Lnside , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Ls : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: W.C. Pan With Lsl Marked White Solid Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Two Urinal Basins With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Three Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Four Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require: (White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C. P. Brass Pillar Taps) {Chapter No.24 Si.No.5A} , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 550X400 Mm With A Pajr Of 15 Mm C.P. Brass Pillar Taps , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillartap , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.6A) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pi Pe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Ls:2556, C.L. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittlngs And Cutting And Making Good The Walls And Floors Wherever Requlred:Range Of Two Half Stall Urinals With 5 Litre Pvc. Automatic Flushing Cistern , Constructing Brick Masonary Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (A) Inside Dimensions 455X610mm And 45Cm Deep For Single Pipe Line : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.6A) , Constructing Brick Massonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 600X850mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (C) Inside Dimensions 600X850mm And 45Cm Deep For Pipe Line With Three Or More Inlets : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.8C) , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) Hindi Letters , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) English Letters , Reinforced Cement Concrete M15 Grade Boundary Pillars/ Wheel Guard Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.2 Metre High , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.8 Metre High , Deduction Of Cost Brick/Bats. (Chapter No.1 Sr.No.2(C)) , Deduction Cost Of Material Old Workable Bricks Etc. All Complete. , Road Delinator Delinealor Supply & Fixing Of M S Delineator Made Of L\Lild Steel With Pllre Polyester Powder Coating With The Minimum Thickness Of Powder Coating Of Not Less Than 40 Micron For Prolectlon Against Corlosion The Surface Should Be Concealed So That There Sholrld Not Be Any Exposed Surface Wilhout Powder Coating. Alternatively, These Metal Guide Poles Can Be Concealed With Thermoplastic Body. The Posts Shall Have Lan Ellipsoidal Or Circular Design Wilh The Height Of The Pole Shall Be 800 To 900 Mm Above The Ground With About 200 To 300 Mm Base Which Can Be Anchored Onto The Ground Mild Steel Guide Poles Shall Conform To Type Xl Sheeting Specifications As Per Lrc67 And Ast Ii D4956 Which Would Ensure To Obtainl Clear Visibility Of The Road Alignment During Nighl Time. The Relro Reflective Sheeting Shall Be Tested For Acertificale Of Having The Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Iiner Removal, Adhesion,Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdooa Weathering And Ils Having Passed These Tests Shall Be Obta Ned From Lnlernational/Government Laboratory / Lnslitute By The Manufacturer Of The Sheeinq And In Case The Cerliflcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condillon Within 3 Years Of Launching Of Product By The Manufaclure In Abroad. Alternatively, A Certillcate Conforming To Astlvl Specification (D4956 09) On Adficial Accelerated Weatherlng Requirements From A Reputed Laboratory In Lndia Can Be Accepted providing Sionally. Ln Such A Siluation, The Employer / Clienl, If So Desires, Collld Seek For A Performance Guarantee Which Would Be Released Alter Receipt Of Certiflcate Meeting The Requ Rement Of Three Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Report Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour. T&P, Transportation, Installation And Incidentals All Complete As Per D Recllon Of The Engineerincharge , Road Marking With Hot Applied Thermoplastic Compound With Reflectrosing Glass Beads On Bituminous Surface. Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflecto Rising Glass Beads @ 250Gm/Sqm. Area, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass, Beads As Per I.R.C. 35. The Finish Surface To Be Level Uniform And Free Form Steaks And Holes Composition Of Thermoplastic Material Shall Be As Per Table 800-3 Of Clause 803 Of Morth Including Cost Of Work As Per Direction E/Ic. (Chapter-28 Si.No.2) , Road Marking With Hot Appliod Ths.Moplastic Compound With Roflsctorlsing Glass Boads On Bituminous Surface. (Ropoated / Tranvers Bar) Providing And Laying Of Hot Applied Thermoplastic Compound 5 Mm Thick Lncludlng Reflectorising Glass Beads 0) 5Oo Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 The Llnished Surface To Be Level, Uniform And Free From Streaks And Holes , 6M Span Over Head Cantilever Structure With 300 Dia M S One Vertical Post Supply, Fxing & Erection Of Built Up Canllever Structure 6 M Span Comprising Of One Verllcal Posts Of 6.00 I!4 Helght Made Up Of 300 Mm Nb Heavy Class Ms Pipe As Verllcal Member Welded With 10 Mm I\,4S Plate At Top & 12 Mm M S Plate At Bottom. The Horizontal Truss Shall Comprise Of 50 Mm Dia Heavy Class M.S. Pipe And 40 Mm Dia Heavy M S Pipe As Bracing & 10 Mm Ms Plate At Bottom For Llxing To Vertical Post As Per Structure Design & Drawing Wilh One Of Steel Primer And Two Coats Of Synthetic Enamel Planl. The Work Includes Constrlrction Of Reinforced Cement Concrete Foundation Of Size 0.90X0.90X1 50 M Of Required Depth As Per Site Conditlon For Built Up Structure Including Earlh Work In Excavation 100 Mm Thick Lean Concrete In 113:6 Cement Coarse Sand And 40 Mm Gauge Stone Ballast And Reinforced Cement Concrete M25 Grade Concrete Including Supply And Fixing Of 25 Mm Dia Foundalion Bolts 600 Mm Long As Per Provision Of Structure Design Includlng Cost Of Reinforcemenl & Shuttering. The Lateral Vertical Clearances And Complete. Nstallaton Work Shall Be As Per Relevanl Clauses Of Mort&H Speciflcation Section 8Oo And Irc 67 2012 Complete In All Respect The Raies Shall Include Cost Of Deslgn Fabricalion, Supply, Kansportalion, Local Shifting Erection Of Signage Skucture Using Crane, Inclusive Of All Taxes Etc. All T&P Machine, Malerial And Labour Requiled For Proper Completion Of Work As Per Direclion Of Engineer-Ln-Charge. , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilhout Shank) , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilh Shank) , Flexible Median Marksr As Per Irc 79:2019: Flexible Lmedian N4arker (Flv4nl) Should Be Used For Improving Medlan Visib Lity Dlrring Dark Hours. , Use Of L/Edian ]Varker Provides Safely Againsl Colision Happening Wilh Med Ans During N Ght Lime , Or Sevete Weather Flexib E L\.4Edian Markers Shall Be Provided With Fluorescenl Yellow Colour Retro-Refleci Ve Sheeting Type Xl As Per Irc:87. Flexible Lt4edian Lmarker Shall Be Ol Lough, High Impact Resistant, Lnieclion Molded, Lhermoplastic Body With Propery Of Flexibility Io Provide High Durabilityand U Shape Structure Having Rebound / Bollnce Back Properly. The Sheeting Shall Be Of Type Xl Conforming To Lrcl67 And Ii Should Be On Both The Faces Whereby Providing Maximum Refleclivity At L,Anger Distances With Adequate Durabllity. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body During The Lnjection Molding Process. Fi\4M Shall Be Fixed By A Combination Bf Epoxy Adhesive And Grouting/ Drilling On Concrete Medians Or Property Conslructed Solid Medians Heighl: The Marker Height Shall Be A Minimum Of 180 Mm Width 120 Mm & Body Thickness: 6.5 Mm. The Shanks Shall Not Be Less Lhan 20 Mm And Depth Shall Not Be Less Than 30 Mm Reflective Area: Shall Not Be Less Than G0 Cm Square . Proof Of Lhe Same Report Shall Be Uploaded Which Quollng Lender. The Body Of Fn,4[,4 Shall Bounce Back To Ils Origlnal Position Of Afier 750 Number Of Hits Using Pendulum Of 1.8 Kg Conforming 40 Astm D256 Adhesion Between The Body And Outer Casing Body Of Fmi\4 Shall With Stand 50 Kg I Tensile Loads Conforming To Astm D63b Method. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer-Ln-Charge. , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Over 10 Cm. In Width , Linear Dstinoator Systsm (Lds) Supply & Fixing Of Linear Delineator System (Lds) Panels Made Of Micro Prismatic Retro Reflective Sheeting Type Xl Duly Laminated On Thin Aluminium Foil To A Unique Corrugated Shape To Provide Retro Reflection Across Wide Range Of Observaiions And External Angles. Eatch Lds Panel Should Be Of Nominal Lenglh Of 33 Inch And Each Ridge Shall Be Approximately 0.34 Inch High Each Lds Panel Is To Be Firmly Fixed On Existing Concrete/Brick Work With 16 Nos Fastner/ Screw , Retro-Roflectivesheeting Type-Lv With 4 Mm Thick Acm Single Side Providing & Flxing Of Reflective Signs With A Corrosion Resistant 4 Mm Thick Wlth 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Lace To Be Iully Covered With Hlgh Lntenslty Prlsmatic Sheetlng Type Lv As Per Irc-6712012 Relro Refleclive Sheeling With Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Elc Shollld Be As Per Morth Speciflcation No Bo1.3.7 .The Sheelng Shall Have A Pressure - Sensltive Adhesive Of The Aggressive - Tack Type Requiring No Heat , Solvent Other Preparation For Adhesion 10 A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acim (Aluminium Composite Materials) Shall Be Flxed On The Back Frame Nis Angle Wiih Riveting. Micro Prismalic Type Lv Retro Rellective Sheeting Conilrming 1O Astm 04956-09 Shall Be Pressure Lixed. The Retro Reflective Sheeting Shall Be Tested For A Cerlillcate Of Having The Sheeting Tesled For Coetllcient Of Retro Refleclion, Dayume Colour And Luminance, Shrinkage, Flexibilily, Liner Iemoval, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed Lhese Lesls Shall Be Obtained From Lnlemational/Government Laboratory/ Lnstitute By The Manufacture. Of The Sheetng And In Case The Certiflcate Is Oblalned From International Condilion, T Should Also Be Obtained From Lndian Condilion Within 3 Years Of Launching Of Producl By The Manufactllre In Abroad. Alternalively, A Cerliilcate Conforming To Astm Specification (D 4956-09) On Artiilcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, Lhe Employer/Client, If So Desires, Could Seek For A Petlotrnance Guarantee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirement Of Lhree Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo.T Shall Be Uploaded Whlch Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Lransportation, Installation And Lncidentals All Complete As Per Direction Of The Eng Neer-In-Charge. , Retro-Reflectivesheeting Type Iv With 4 Mm Thjck Acm Double Side: Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Lhlck With 0.4 To 0.5 Mm Both Side Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Tntensity Prismaiic Sheeling Type Lv As Per Irc-67:2012 Retro Reflective Sheeting With Back Frame Ms Angle Of 35X35x5 Mm Legends Letters , Numerals And Borders Elc Should Be As Per Morth Specification No801.3.7 The Sheeting Shall Have A Pressure - Sensitive Adhesive Of The Aggressive - Tack Type Requiring No Heai, Solvent Olher Preparation For Adhesion To A Smooth Clean Surface, Ln A Manner Recommended By The Sheeling Manufacturer. The Acn,4 (Aluminium Cornposite L\,4Aterials) Shall Be Ilxed On The Back Frame Ms Angle With Nveling. Micro Prismatic Type Lv Retro Refleclive Sheeting Conflrming Io Astm D4956-09 Shall Be Pressure Llxed. The Reko Reflective Sheeling Shall Be Tesled For A Cedificate Of Having The Sheeting Tested For Coemcient Oi Reko Reflection, Daytime Colour And Luminance, Shrinkage Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdoor Weatherlng And Its Having Passed These Tests Shall Be Obtained From Lnternallonal/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeting And In Case The Certificale Is Oblained From International Condition It Should Also Be Obta Ned From Lndian Condilion Wilhin 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certilicate Conforming 10 Astm Speciflcatlon (0 4958-09) On Aatiflclal Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepled Provisionally. Ln Sllch A Situation, The Employer/Client If So Desires, Could Seek For A Performance Guarantee Which Would Be Released Afler Receipl Of Cerlillcate Meeting The Requirement Of Lhree Years Outdoor Weathering Of The Sheeling As Per Irc 67I2012 & Proof Of The Same Repofl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installalion And Incidentals All Cornplete As Per Dlreclion Of The Engineer-In-Charge , Retro-Refle.Ctivesheeting Type-Xl With 4 Mm Thick Acm Single Side Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Thick With 0.4 To 0.5 Mm Both Slde Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Lntensity Prismatlc Sheeting Type Lv As Pet Irc-67:2012 Reko Reflective Sheeling With Back Frame L\,4S Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per L\Lorth Specification No_ 801.3.7 The Sheeting Shal Have A Pressure - Sensitive Adhesive Of The Aggressive Tack Type Requiring No Heal Solvent Other Preparation For Adhesion To A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acm (Alllminium Composite L\,4Aterlals) Shall Be Fixed On The Back Frame Ms Angle With Riveting. Micro Prismatic Type Lv Retro Reflective Sheeung Conflrming To Astlvl D4956-09 Shall Be Pressure Fixed. The Relro Reflective Sheeting Shall Be Tested For A Cefiilicate Of Having The Sheeting Tested For Coeificient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Iungus Resistance. 3 Years Outdoor Weathering And Lts Having Passed These Tests Shall Be Obtained From Lnlernational/Government Laboraiory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cefiificate Ls Obtained From Lnternational Condition. It Should Also Be Oblalned From Lndian Condition Wilhin 3 Years Of Launching Of Producl By The Manufacture In Abroad. Alternatively, A Certificate Conforming To Astii Speciflcation (D 4S5b-09) On Adiflcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Prcvisionally. Ln Such A Siluation, The Employer/Client, If So Desires, Could Seek For A Performance Guaranlee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirernent Of Three Years Outdoor Weathering Of Lhe Sheeting As Per Irc 67:2012 & Prooi Of The Same Reporl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpoftalion, Installation And Incldentals All Complete As Per Direction Oi The Engineer-Ln-Charge , Retro-Reflectlveshoeting Type-Xl With 4 Mm Thick Acm Double Side Providing & Rlxing Of Reflective Signs With A Colrosion Resistanl 4 Mm Thick With 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Face Lo Be Iully Covered With High Lntensity Prismatic Sheeling Type Lv As Per Irc-67:2012 Relro Retlective Sheeting Wlth Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specification No_ Bo1.3.7 .The Sheeting Shall Have A Pressure - Sensilive Adhesive Of The Aggressive - Tack Type Requiring No Heat, Solvent Other Preparation For Adhesion Lo A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer, The Acn,4 (Aluminlum Composite Materlals) Shall Be Fixed On The Back Fiame Ms Angle With Riveting. Micro Prismalic Type Lv Retro Reflective Sheeting Conflrming To Astm D4956 09 Shall Be Pressure Fixed. The Relro Refleclive Sheeting Shall Be Tested For A Ce(Iilcate Of Having The Sheeting Tested For Coefllcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Funqus Resistance. 3 Years Outdoor Weathering And Its Having Passed These Tests Shal Be Oblained From Lnternationa /Governmenl Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case Lhe Certillcate Ls Obtained From Internalional Condition, It Should Also Be Obtained From Lndian Condition Within 3 Years Of Launching Of Product By The Manufacture In Abroad Alternalively, A Ce(Iilcate Conforming To Astm Specification (D 4956-09) On Artiflcial Accelerated Wealhering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Sltuation, The Employer/Cllent, If So Deslres Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cedillcate Meeling The Requirement Of Lhree Years Outdoor Weathering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo( Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpo.Tation, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge , Bollard (Single Sido) Supply & Fixing Of Bollard Made(Single Side) Out Of2mm Thick Aluminium Sheet Face Lo Be Covered With High Intensity Prismatic Grade Type Lv Sheeting , Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specillcation No-801.3.7 . Welded Poly Shaped To Make It Monolithic Pillar Size 12Oo Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Is Fully Cover (Size Of Foundation 0.45X0.45X0.60M) , Bollard (Doublo Side) Supply 8, Fixing Of Bollad Made (Double Side) Out Of 2Mm Thick Aluminium Sheet Face To Be Covered With High Intensity Prismatic Grade Iype Lv Sheeting Legends , Letters , Numerals And Borders Etc Should Be As Per Morih Specification No-801.3.7. Welded Poly Shaped To Make It Monolithic Pillar Size 1200 Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Ls Fully Cover. (Size Of Foundalion 0.45X0.45X0.60M) , Solar Power Road Marker (Solar Studs) The Solar Studs Shalt Be Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13,635 Kg Tested In Accordance With Ast[4 D4280. Lts Co]Our May Be While . Red , Yellow , Green Or Blue Or Combination As Directed By The Engineer . Its Water Resislance Shall Meet Lhe Requiremenls Of Lp 65 In Accordance Wilh 15:12063:1987 Category 2 For Protection Againsl Water Ingress The Dimensions Of Solar Sluds Shall Not Be Less Than 100 Mm X 100 Mm X 10 Mm Ltshall Have Super Bright Leds So As To Provide Long Visibillty From A Distance Of More Than B0o M. Lts Flashing Rate Shall Not Be Less Than1 Hz Lts Should Be Able To Glve The Prescribed Performance In The Temperrature Range Of - 40C To +55C Lts Life Shall Be Not Less Than 3 Years. The Rate Shall Include All Materials, Labour, Equipments, Fabrication, Transportation, Erecuon, Installation And Incidentals All Complete As Per Direclion Of The Englneer-In-Charge , Cast-Ln-Situ Cement Concreto M 20 Kerb Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Plain Cement Concrete On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Tad Manually, Alt Complete As Per Clause 408. , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 90 Cm Equllateral Tringle With Dif,Lnitation Plate Size (20Cm X 60Cm , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Eqlrilateral Trinqle With Difflnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Circular With Difflnltation Plale (20Cm X 60Cm) . , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government B0 Mm X 60 Mm Reclangu annual repair With Difllnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Mm X 45 Mm Rectangular With Difllnitation Plale (2Ocm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm X 60 Cm Square With Difflnitation Plate (20Cm X 60Crn) , Direction And Place Identification Signs Up To 0.90 Sqm Size Board Providing And Erecting Directlon And Place Identification Retro Reflectorised S Gn As Per Irc-67 Made Of High Intensily G.Ade Sheeting The Relro Reflective Sheelng Shall Be Tested For A Certiicate Of Having The Sheeling Tested For Coefficient Of Reko Reflection. Daytime Colour And Luminance, Shrinkage, Flexibllity. Liner Removal Adhesion, Impacl Resislance, Specula. Gloss And Iungus Resistance, 3 Years Ouldoor Weathering And Its Having Passed These Tesls Shall Be Obtalned From Lnternational/Govemment Laboraiory/ Lnslitule By The Manufacturer Of The Sheeting And In Case The Certillcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condltion Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certiflcate Confonning To Ast[4 Specification (D4956 09) On Art Ficial Ccelerated Wealhering Requirements Faom A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer I Client, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Lhree Years Olrtdoor Weathering Of Lhe Sheeting As Per Irc 67 2012. Legends , Letters , Nurrerals And Borders Etc Should Be As Per Imorth Speciilcation No-801.3.7 Sheet Fixed Over Aluminium Sheetinq .2 Mm Thick Wilh Area Not Exceeding 0.9 Sqm.Supported On A Mild Steel Single Angle Iron Post 75X75x6 Mm Flrmly Fixed Lo The Ground By Rneans Of Property Designed Foundalion With N,4-15 Grade Cement Concrete 45X45x60 Cm.,Below Ground Lcvcl As Pcr Approvcd D.Awing. Complete. , Tree Plats Supply & Fixing Of Retro Reflective Tree Plate Having Size 15Cm X15cm, Conjisiing Type Xl Retro Reflective Sheeting Lixed Over 1.50 Mm Thick Aluminiu; Sh;Et Including Labour, Material T&P Etc For Proper Completion Of The Work. The Rate Shall Include All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 1000 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 750 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 500 Mm Helght , Aluminum-Backed Flexible Prismatic Sheeting Shall Be Made Of Yellow Colored Flexible Prismallc Sheeting With Non-Rnetallic Prismatc Lens Formed In A Lransparent, Synthelic Resin As Retro Leflective Elements. This Llexible Prlsmatic Sheeting Shall Have Black And Yellow Stripes With Aluminum Backed Flexible Prismatic Type Vl Sheeting Conforming To Astm: D4956 . Specifications And Standards Of Coefllcient Of Relro Refleclivity, Flexibility And Lmpact Resislance Applicable For Reboundable Devices This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Colour In A Continuous Roll Format. Wldlh Of Object Marker Shall Be 300 Mm. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer In-Charge , 2.40 M Span Over Head Cantilever Structure With 150 Die Ms One Vertical Post (Double Side Retro Reflective Sign Boards) Supply, Fixing & Eraction Of Built Up Cantilever Structure 240 M Span O.PiiIng Oi One Ve.Tical Posts Of 7 30 N4 Heighl Made Up Of 150 Mm Nb Medium Class T\4S Pipe As Vertical Memberwelded With 10 Mm Ms Plate At Top & Lo Mm Lvls Plate At Boltom. Flxing To Vertical Post As Per Structllre Design & Drawing Wiih One Of Steel Primer And Two Coats Of Synthetic Enamel Plant And The R;Tro Reflective Sheetinq Shall Be Tesled For A Certifcale Of Having The Sheeting Tested Fo. Coemcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Olltdoor Wealhering And Ils Having Passed These Lests Shall Be Obtained From Lnternational/Government Laboraiory/ Lnstitute By The Manufactllrer Of The Sheeting And In Case The Certificate Is Obtained From Internatlonal Condilion, It Should Also Be Obtained From Lndian Condition Wilhin 3 Years Of Launchlng Of Product By The Manufacture In Abroad. Alternatively, A Cedificate Confonning Io Astm Speciflcation (0 4956 09) On Artificial Accelerated Weathering Reqllirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. N Such A Sltuation, The Employer / Client, If So Desiaes. Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerllllcate Meeting The Requirement Of Three Years Outdoor Weathering Ol Lne Sheeling As Pel Irc 67 2012 . Legenos . ,Etters . Numerdls And Borders Elc Sholllo Be Asperl\,4Orlh Specif,Calion No_801 37 The Work Includes Construction Of Reinforced Cement Concrete Foundation Of Size 0.60X0.60X1.20 M Of Required Depth As Per Site Condilion For Built Up Struclure Lncluding Earth Work In Excavation 100 Mm Thick Lean Concrete Ln 1:3:6 Cemenl Coarse Sand And 40 Mm Gauge Stone Ballast. Reinforced Cement Concrete Lm25 Includlng Supply And Fixing Of 25 Mm Dla Foundalion Bolts 600 Mm Long As Per Provision Of Slructure Design Including Cost Ot Reinforcement & Shuttering. The Lateral Vertical Clearances And Complete. Lnstallation Work Shall Be As Per Relevant Clauses Of Mort&H Specitlcation Seclion 800 And Irc 67 2012 Complete In A I Respect The Rates Shall Inclucle Cosl Ol Design Fabrication, Supply, Lransporlalion, Local Shifling Erection Of Signage Slructure Using Crane, Incluslve Of All Taxes Etc All T&P Machine, Material And Labout Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 30X90 Cm (Lefrright) Object Hazard , Retro Rellectorisod Signs (Stajnless Steel Frame And Post With One Side Sings) Supply & Fixing Of Reflective Sign Board (Single Side) Of Size 1.50X1.20 M Retro Refleclive Sheeling Of Hip Grade Type-Lv, Lhe Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick, Acm Sheel Of Standard Make As Per Morth Specificaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Cm Cement Conclete Foundauon. The Stainless Steeljoint Welding Of Ss Pipe Work Shall Be Band And Grinder Property Including Bufflng So An To Give Uniiorm Shining At Weded Joinls. The Retro Reflective Sheellng Shall Be Lested For A Certiflcate Of Having Ihe Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Cololrr And Luminance, Shrinkage, Flexibility, Linet Removal, Adheslon, Impact Resistance, Specular Qloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Governmenl Laboratory/ Institute By Lhe Manufacturer Of The Sheeting And Ln Case The Cedillcate Is Obtained From Inlernational Condition, It Should Also Be Oblained From Lndian Condition Within 3 Years Of Launching Of Procluct By The Manufacture In Abroad Allernatively. A Certiflcate Confolrnlng To Astm Specilicalion (D 4956-09) On Artiflcial Acceleraled Weathenng Requirements From A Reputed Laboratory Ln Lndia Can Be Accepled Provislonally. Ln Slrch A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificale Meeting The Requirement Of Three Years Ouldoor Weathering Of The Sheeting As Per Irc 67I2012. Legends , Letters , Numerals And Borders Elc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Governmenl Repod Shall Be Uploaded While Quoting Tender. , Retro Reflectorised Signs (Stainless Steel Frame And Post With Both Side Sings) Slrpply & Fixing Of Reflecllve Sign Board (Sing E Side) Of Size 1.50X1.20 M Retro Reflective Sheeting Of Hip Grade Type-Lv, The Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick Acni Sheet Of Standard Make As Per Morth Speciilcaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Crn Cement Concrele Foundation The Stainless Steelioint Welding Of Ss Pipe Work Shallbe Band And Grinder Propefiy Including Butting So An To Give Uniform Shining At Weded Joints. The Relro Reflective Sheeting Sha I Be Tested For A Certificale Of Having The Sheeling Tested For Coefficient Of Retro Reflection Daytime Colour And Luminance, Shrinkage. Flexibiity, Llner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Reslstance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeling And Ln Case The Certiflcate Is Obtained Lrom Lnternational Condition, It Should Also Be Obtained From Lndian Condition Wlthin 3 Years Of Launching Of Product By The Manufacture In Abroad. Allernatively, A Cerlificate Conforming To Astm Specificalion (0 4956.09) On Artificial Accelerated Weathering Requlremenls From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificate Meeting The Requirement Of Three Years Outdoor Weather Ng Of The Sheeting As Per Irc 67I2012. Legends. Letters, Numerals And Borders Etc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Government Report Shall Be Uploaded Whlle Quoting Lender. , Type - A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrler Comprlsing Of 3 Mm Lhick Coffugated Sheet Melal Beam Ral 70 Cm Above Road/Ground Level Flxed On Ismc Series Channel Vertical Posl, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High. 1.1 M Below Grolnd/Road Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fltlings To Conform To Lsi1367 And 15:1364. Metal Beam Rail To Be Fixed On The Vedical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 , Type - B, Thrie : Metal Beam Crash Barrier Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Melal Beam Rail,85 Cm Above Road/Ground Level, Fixed On Isi\Ic Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Cenlre To Cenke, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fittings To Conform Lo Lsl1367 And Ls:1364 Metal Beam Rail 10 Be Fixed On The Verlical Post With A Space Of Channel Seclion 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 , Anti-Termite Treatment The Soil Along With External Perimeter Of Building At The Rate Of 2.5 Litres Of Emulsion Per Square Metre Of The Perimeter Wall {Chapter No.08 Si.No.5} , Anti-Termite Treatment Of The Bottom And Sides Of Excavation At The Rate Of 5Litres Of Emulsion Per Square Metre Of Surface Area {Chapter No.08 Si.No.1} , Anti-Termite Treatment Of The Top Surface Of Filled Earth At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface{Chapter No.08 Si.No.3} , Anti-Termite Treatment Of The Soil Under Plinth Protection At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface {Chapter No.08 Si.No.4} , Anti-Termite Treatment Of The Backfill In Contact With Foundation At The Rate Of 7.5 Litres Of Emulsion Per Square Metre Of Vertical Surface (Area Of The Sub Structure In Contact With Backfill To Be Measured) {Chapter No.08 Si.No.2} , Treatment Of Existing Masonry Using Chemical Emulsion @ One Litre Per Hole At 300 Mm Interval Including Drilling Holes At 45 Degree And Plugging Them With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To The Full Depth Of The Hole : With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration {Chapter No.08 Si.No.6-2.35.4.1} , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration {Chapter No.08 Si.No.6-2.35.3.1} , Providing And Stacking 22.40-53Mm Guage Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Etc All Complete.(Ns) , Supply And Laying Stone Dust Etc All Complete. , Consolidation/Compaction Of Stone Ballast 10Cm Thick (Loose) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. , Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4 {Chapter No.20 Si No.16} , Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. (As Per Attached Analysis) , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , Providing & Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg/Sqm. On The Prepared Primed Granular/Old Painted Surface. Cleaned With Air Compressor. Including All Taxes, Material, Labour, T&P Etc Required For Proper Completion Of The Work. (For Bituminous Surface). (Chapter No.20 Si No.9) , Providing And Laying Bituminous Concrete (Grading-Ii) With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 As Per Approved Job Mix Formula Which Ever Is Higher Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification 5Th Revision Clause No. 509 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , S/L/J Of 20Mm Dia Pvc Cunduct Pipe Etc. All Complete. , Making Of Nala Bandha With Sand Bags. With Local Sand Including Etc. All Complete. (Atached Per Annalysis Rate). , Providing Of Nala Bandha For Diversion Of Nala Etc All Complete.(Ns) , Scraping Of Max Phalt Road Including Disposal Of All Scraped Material To A Distance Of 30Mtrs (100 Ft) As Directed By Engineer-In-Charge C.P. & T&P.Etc. All Complete. {Chapter No.20 Si No. 772(A)} , Dismentling Existing Damage Plaster Including Disposal Of Refuse As Directed By E/Ic With In A Distance Of 60 Meters Etc. All Complete. {Chapter No. 17 S.I. No.16 (706)} , Supply And Fixing Of Light Fitting Switch Board. (None Sheduled) , Fixing Of Gate, Grill And Jali Etc. All Complete. (None Scheduled) , Supply & Fixing Of Wiring Sub Main. , Supply & Fixing Of Plug Point 15Mm. , Supply And Fixing Oxided Iron Fitting Etc. All Complete (None Scheduled) , Supply/Fixing Of 16 Mm Pvc Pipe Adopter Suitable For Item No. , Supply/Fixing Of 20 Mm Cvc Pipe Adopter Suitable For Item No. , Supply & Fixing Of 27Watt. Cfl Etc. All Complete. , Supply And Fixing Cat Eye Including Supply Of All Material, Loabour, T&P Etc. All Complete. (Chapter No.28 Si.No.5B) , Supply And Fixing Wiring Of Light Point. (None Sheduled) , Making Connection Of Drain Of Sewer Line With Existing Man Hole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Cement Plastered On Both Side With Cement Mortar 1:3 Finished With A Floating Coat Of Neat Cement And Making Necessary Channels With Cement Concrete 1:2:4 For The Drain Etc. All Complete. (Chapter No.25 Si.No.9) , Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Of Size 20 Mm Nominal Size) Laid In One Layer Finished With A Floating Coat Of Neat Cement (40 Mm Thick Floor). (Si No. 665), Nbo 14.71) , Providing And Fixing Of Foot Steps Etc All Complete. (Ns) On Market Rate , Providlng And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Ls:8931.15 Mm Nominal Bore , Supply & Fixing Of C.P. Brass Stop Cock (Conceled) Of Standerd Design Of Approve Quality Etc. All Complete. (Chapter No.21 Si.No.44) , Providing And Fixing Close Timbering In Trenches On Both Side & All Complete. (A) 0.00 To 3.00 M. (None Scheduled) , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Ls:8931..15 Mm Nominal Bore , Fixing Window Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Ls Standards And Weighing Not Less Than 690 Qms.15 Mm Nominal Bore , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 75Mm Diameter. (Chapter No.23 Si.No. 32(Ii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 110Mm Diameter. (Chapter No.23 Si.No. 32(Iii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 140Mm Diameter. (Chapter No.23 Si.No. 32(Iv)) , Rectangular Shape 1500X450 Mm Mirror With Plastic Moulded Frame. (Chapter No.22 Si.No.77) , Making Ornamental 2D Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. (Nn Approved) , Providing Of 8Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Fixing Door Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Supply And Fixing 6Mm (1/4) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Porper Completion Of The Work. (Chapter No.14 S.I. No. 628) , Supply & Fixing Of Pre-Cast M-30 Cement Concrete Grass Paver (Rubber Molded Coloured) Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. (Tiles I Shape Decided By Engineer-In-Charge With Isi Mark) {Chapter No.20 Si.No.17F) , Repairing Of Leakage And Damege Pipe Line Etc All Complete.(Ns) , Lettering & Painting Of Wall Etc. All Complete. , Red Sand Stone Work For Wall Lining Etc. (Veneer Work) 30Mm Thick In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Camping Jointing In White Cemnet Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching Complete. (Chapter No.18 Si.No.1 New) , Providing And Fixing White Vitreous China Wash Basin Size 630X450mm With Pair Of 15Mm C.P. Brass Pillar Taps Including Etc. All Complete. (Chapter No.24 S.I. No. 3(A)) , Cleaning Of The Site For Workable Etc. All Complete. (Non Scheduled) , Providing Of 32Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 1200X600x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 600X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x100mm Etc All Complete. (As Per Market Rate) , Fixing Of Reinforced Cement Concrete Slab Etc All Complete. (Ns) , Raising & Re-Fixing Of Manhole Including All Material Labor T&P Etc. All Complete. (Non Scheduled) , Supply & Fixing Reinforced Cement Concrete Menhole Cover Heavy Duty Size Etc. All Complete. (Non Scheduled) , Providing Laying Spreeding And Compacting 45-90Mm Stone Agreegate For W.M.M. Specification Etc. All Complete. (None Scheduled) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing Of 3D Ornamental Wall Art Painting By Architect & Special Painter Including Scrapping Of Wall And Two Coat White Putting White Putty One Coat Primer All Labour Scaffolding Work & Labour T&P Etc. Painting By Asian Special Paint Etc. All Complete. (Rate Mr As Smart City, Agra) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. , Providing & Laying 5Cm. Thick B.M. Laying By Paver Finisher Bitumen Of The @3.4%Kg By Weight And Stone Grit Etc. All Complete. (20-Chapter Analysis Rate) , Providing & Laying 2.5Cm. Thick S.D.B.C. Laying By Paver Finisher Bitumen Of The 5% By Weight Etc. All Complete. (20-Chapter Analysis Rate) , Supply & Fixing M/S Iron Work Display Board Including Painting, Lettering Etc. All Complete. (None Schedule) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.4A) , Supply And Fixing Of Precast Reinforced Reinforced Cement Concrete Benches (Pfrc) Ornamental Benches With 02 Year Warranty Etc All Complete. (None Scheduled) , S/L/F Supply Of 1000Mm Dia Np-3 Reinforced Cement Concrete Hume Pipe In Proper Position As Directed By E/I Including Catage Of Pipes Collars Upto 30M Distance Etc All Complete. (Chapter No.1 Si.No.31(E) ) , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 In Reinforced Cement Concrete Slab Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centring And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. (5-Chapter S.I. No.-284) , Supply & Fixing Granite Stone Work Display Board (Size 2.50Ft X 4.00Ft) Including Painting, Lettering Etc. All Complete. (None Schedule) , Installation Of 1.50 H.P. Isi Marked Sumbercible Pump Etc All Complete. (Attache As Per Santion Annalysis) , Cost Of Septik Tank Attache As Per Estimate & Details. , Plain Glass Best Quality, Cut To Size 5Mm Thick , Providing And Fixing Designer Dustbin (Market As Per Catlog Code No. Db-03). , Supply Of Planting Of Trees Amaltas, Jaarul, Arjun Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 110Mm Is:4984:2016 (As Per Market Rate) , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 160Mm Is:4984:2016 (As Per Market Rate) , Supply & Fixing Of Pre-Cast Reinforced Cement Concrete Drain Cover Different Size Etc All Complete. , Supply And Sowing Of Grass In Park Including One Year Mantinance Etc. All Complete. (None Scheduled) , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 8 Km Lead Complete (Earth Measure Dinstacks Will Be Reduced By 20% For Payment) .(Dar 2020 Hort-Basic Rates 2.2) Based , Supply And Fixing Of Light, Fitting Switch Board. (None Sheduled) , Supply And Fixing Of Chest Press Double. , Supply And Fixing Of Leg Press Double. , Supply And Fixing Of Triple Twister. , Supply And Fixing Of Shoulder Builder Double. , Supply And Fixing Of Air Walker. , Supply And Fixing Of Doublebar. , Supply And Fixing Of Rower. , Supply And Fixing Of Horse Rider. , Supply And Fixing Of Plastic Side With Iron Ladder 12 Feet Length. , Supply And Fixing Of See Saw Double Board Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Sliding With Swing Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Slide Ground Level Mgr Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Snack Climber Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Slide Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Nursery Combo Set Revolving Jhoola Etc All Complete. (None Scheduled) , Providing And Fixing Of Stainless Steel Water Cooler 4 Tap Etc. All Complete. (None Schedule) , Supply And Fixing Bansi Paharpur (Red/White) Bharra Sand Stone Fully Moulded, Engraved, Carved With Polishing And Dressing Including Clamp And Fashners Of Pillar Set With All Complete Work Etc. (None Schedule) , Supply & Fixing Of Rubber Moulded Cement Concrete Kerb Stone (Double Tapper) M-20 With Labour T&P Etc All Complete. , Supply And Installation And Jointing Of 500Mmx500mm Epdm Rubber Mat Flooring Of Thickness 24Mm Puling All Labour Material T&P Etc. All Complete (Rate As Per Jhs Jscl Mr). , Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm/230Mm/300Mm Thick Aac Blocks In Super Structure Above Plinth Level Up T Floor Five Level With Reinforced Cement Concrete Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge (The Payment Of Reinforced Cement Concrete Band And Reinforcement Shall Be Made For Separately). , Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component (Material Will Be Property Of Contractor After Dismantling). , Providing & Fixing Of Green/White Shade Multipurpose Net/Cotton Cloth Proper Completion Of Work Etc All Complete. (Ns) , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Supply And Fixing Of Ward Up Big As Per Attach Photograph & Analysis. , Supply And Fixing Of Ward Up Small As Per Attach Photograph & Analysis. , Supply And Fixing And Installation Of See Saw Double Board Jhoola Isi Marked As Per Direction Of Engineer-In-Charge Etc. All Complete As Per Attach Photograph & Analysis. , Supply And Fixing Of Cast Iron Banches As Per Attach Photograph And Analysis And Direction Of Engineer-Incharge Etc. All Complete. , Complete De-Silting And Cleaning Of All Types Of Sewer Lines By Using Super Suction Machine And Taking Out Of Cebris/Silt Etc Including Safe Disposal Of Silt As Directed By The Deptt. Including Cost Of All Consumble Likes Disel Oil, Water Ret Provision Of Diversion Of Line If Required With The Help Of Sewage Pumps, Poser Backup From Gene Sets For Running Of Pumps. Night Lighting Etc Barricades Display Of Entire Operation Along With Sadequate Safely Equipments Must Be Used By Sewer Workers Size Fo Sewer Line To Be Desilted As Detail Above 1000Mm Dia. , providing and laying Gsb With Graded Stone Ballast With Stone Grit Size Stone Ballast With Hand Ramming Watering Including All Material Labor T&P Etc.All Complete (Ns) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing & Laying Of Polythene Etc. All Complete. , Supply & Fixing Of Factory Wired Intergal Led Flood Light Luminaries With Die Cast Aluminum Housing Built With Driver Set Suitable For 140W. To 150W. Confirming To Ip 65 Protection Complete In All Respect. Cat Aaa ( S.I No. 1454 Pwd Schedule 2018) , Providing, Laying, Spreading And Compacting Stone Aggregates 45-63Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Ro Ling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screen Ing/Bindin G Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. (Labour , A Pre-Laminated Sheet, Often Referred To As A Prelam Sheet, Is An Engineered Myka Wood Work Product Where A Decorative Layer, Like Laminate Or Veneer, Is Pre-Attached To A Core Material Like Particleboard Or Mdf. These Sheets Offer A Durable And Aesthetically Pleasing Surface For Furniture, Interior Design, And Construction.(None Scheduled) , Same Is Ltme No-1 & Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters (Over All Area Of Door Shutter To Be Measured) , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration (Chapter No.8 Sr.No.6.1) , Supply And Fixing Of Advertisement Sign Board Size 4X3 As Per Direction Of Engineer-In-Charge Etc. All Complete , Supply Of Planting Of Trees Washington Palm, Amaltas, Cycus Revoluta, Ficus Benjamina Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Providing Of Rain Water Harvesting Drawing And Analysis Etc. All Complete (Details Attached). , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Drilling Of 200Mm Dia T/W Bore Suitable For 110Mm Dia Pipe All Complete With Labour T/P As Per Direction Of Engineer-In-Charge. , Suppply And Lowering Of 110Mm Dia 6 Kg/Cm2 Pvc Pipe (Phenolex Or Apb By E/I) All Complete. (Isi Marked Only) , Supply And Pouring Of Pea Gravel Suitable For T/W Bore All Complete. As Per Direction Of E/I (If Required) , S/L Of 1.50 H.P. Submersible Pump Set 65 Mt Head. (Pluga, Crompton, Ksb Etc.) I.S.I. Marked Etc All Complte. (Water Filled Only) , Supply & Fixing Of 100Mm Pvc Pipe Adopter Suitable For Item No.2 , S/L Of 1.50 H.P. Submersible Motor Controlled Starter Pannel All Complete. Crompton Make. (I.S.I. Marked Only) , Supply/Fixing Of 25Mm Gate Valve All Complete. Approved Make. , Supply/Fixing 4Sq.Mm 3 Core Copper Cable All Complete. , S/L Of 40Mm Dia Red Screen Ashirbad Pvc Pipe All Complete. , Supply/Fixing Of M.S. Clamp Made With 65X6mm X600mm Long M.S. Streep Suitable For 110Mm Dia Pvc Pipe For Holding All Complete. , Supply/Fixing Of 40Mm Dia G.I. Pipe B-Class Complete With Labour Charge. (Including All G.I. Fitting) , Supply & Fixing Of 25Mm Cpvc Etc. All Complete. , Development Of Bore Till The Discharge Is Free From Turbidity Of Compression Including Labour, Required For Proper Completion Of Work. , Supply And Fixing Of Precast Readymade Boundry Wall Hieght 8 Feet Etc All Complete. (As Market Rate) , Useable Brick (A) Class M-L50 , Useable Brick (B) Class M-100 , Useable Brick(C ) Straiqht Over Brunt , (D) Tiles, Bull Nose Drip Course Brick , Brick Ballast (A) Brick Ballast 40Mm Qauge , Brick Ballast (B) Class-150 Brick Ballast 25Mm Gauge , Brick Ballast (C ) Brick - Bats Of O.B.B./150 Bb , Fiy Ash Brick (Specification/Strength Should Not Be Less Than Bricks - M-{50) 230Mmx1 10Mmx75mm , Aac Block Autoclaved Aerated Concrete Block (Aac Block) Conforming To Ls : 2185 - 2005 (Part-3) Including Loading, Cartage Upto Site, Unloading, Stacking And Including All Levies And Royalties If Any But Excludinq G.S.T , Stone Ballast (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 45-63 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 22.4-53 Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 20Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 19Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) Crushed Stone Dust 2.36Mm & Below , Stone Dust , 13.20Mm Guage , 11.20Mm Guage , 6.7Mm Guage And Below , Stone Boulder (From Khera Thakur Quarry) (A) 25-40 Kq , Stone Boulder (From Khera Thakur Quarry) (B) 40-60 Kq , Stone Boulder (From Khera Thakur Quarry) (C) Stone Bricks Dressed , Grit {District Gwalior(Mp) Quarry}(Berja,Chandrapura, Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) , (A) 45-63 Mm Guage Stone Ballast. , (B) 22.4-53 Mm Guage Stone Ballast. , (C) 20-40 Mm Guage Stone Ballast. , (D) 20 Mm Guage Stone Ballast. , (E) 19 Mm Guage Stone Ballast. , (F) 16 Mm Guage Stone Ballast. , (G) 13.20 Mm Guage Stone Ballast. , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured Rubber Moulded , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 (Plain) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 16 X6 (Designer) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 18 X6 , Coarse Sand (Excluding Actual Bulkaqe) , Fine Sand (Excludinq Actual Bulkaqe) , (L) Local Sand , Cement (L) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C , Cement (Ll) Cement (P.P.C.) , Cement (Lll) White Cement (J.K. Or Birla Brand) , Green Net(Chapter- 1 Sl.No 44) , Tractor Trolley With Driver Including P.O.L. (Chapter-2 Sl.No 25)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 142
Uttar Pradesh View Result →
43.
Housing Urban and Rular Development #11286216 AOC
Tender For Construction Of New Primary Health Center (Phc New Bldg) At Perumalmalai H/O Adukkam, Kodaikanal Block.; 2 Clearing lightjungle vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 3 Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. 4 Supplying and filling in foundations and basement with fillingM sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications. 5 Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. 6 Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. 7 Supplying and filling of good earth filling locally available earth transported from the outside including consolidation,leveling specifiedin layers of not exceeding 200 mm thick., etc. complete. 8 Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). 9 Upto Basement 10 Ground Floor 11 First Floor 12 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement ratio with plasticizer using 20mm and down concrete structural elements under controlled water graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the depart- mental officers comple.-1m3 13 Foundation & Basement 14 Ground Floor 15 First Floor 16 Steel - Fe 500D : Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers. 17 Brick work in following Cement Mortar 1:5 using best quality Country bricks of size 83/4 x 41/4 X2 3/4 for foundation and basement including curing etc., complete complying with standard specification. Including scaffolding curing cost of reinforcement etc. all complete as per specifications and drawings as directed by the Engineer in-charge. 18 Foundation basement 19 Ground floor 20 First floor 21 Brick partition walls of 11.50cm thickness using best quality Country bricks of size 83/4 x 41/4 X2 3/4in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately). 22 Ground Floor 23 First Floor 24 PLASTERING WORK 25 Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing.The Surface shall then be allowed to dry for atleast 48 hours.It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface.Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete].The Putty shoule be got approved by the Executive Engineer before use on work. 26 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and ThreeM.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 27 Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent andas directed. 28 FLOORING AND DADOOING 29 Paving the floor with best quality Vitrified Tiles of size 600 x 600 x 8mm of approved color, shade and quality laid in cement mortar 1:3 (one cement and three sand) 20mm thick in all floors and the top pointed with the white cement mixed same color pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works).Basic Cost-Rs.776/sq.m 30 Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand)base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works).Basic cost-Rs.464/sq.m 31 Dadooing the walls with colouredDadooing Ceramic tiles of size 150mm x 150mm x 6mm approved size , quality and colour set in CM 1 : 2 - 10 mm thk. And pointed with suitable cement including finishing the joint and pointing flesh with walls and tile surfacein all floors at the rate of 0.40 Kg /Sqm etc. complete. 32 Paving the floor with pre-polished concrete anti-skid step tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works). 33 Providing, fabricating and fixing M.S. grillsWindows,and ventilator, gates, ladders, rail pipes, nosing angles, with M.S.lugs in staircase steps etc., made out of M.S rods, flats, angles, pipes, channels etc. including necessary fixtures complete as per drawings and specifications and as directed by the Engineer. 34 S.S Handrail 35 Manufacturing,supplying and fixing of stainless steel handrails for staircase using 50mm dia 304L grade stainless steel pipe of 1.6mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia stainless steel pipe post of 1mm thick as vertical at 900mm centre with 2 Nos of 25mm dia intermediate horizontal stainless steel pipe of 1.6mm thick in between.The vertical pipe has to be welded to the 100 x 100 x 6mm MS base plate encased in the base concrete.The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance,electrical charges,ect.complete. 36 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete 37 Supply and Fabrication of UPVC doorincluding cost and conveyance of all charges etc complete. 38 Solid PVC door shutters Toilet door using 19 Gauge 19mm MS square tubes for styles and outer frames.15mm MS square tubes for top, lock and bottom rails.The steel tubes shall be covered with 5mm thick solid PVC sheets.Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings.The over all size of styles shall be 50mm x 30mm.The over all size of top rail, Lock rail and bottom rail shall be 75mm x 30mm.The over all size of frames shall be 50mm x 45mm, with suitable rabate for housing the shutter. 39 UPVC Windowsupplying and fixing UPVC ( Un-PLASTICIZED Polyvinyl chloride) windows of casement type (open) from the profile the size of outer frame 60mmx58mm and shutter profile are reinforcement with g/1mm 125GSMand 100% corrosion free, the profiles are multi chambered sectionwith wall thick of 2mm. The EPDM rubber (black color) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power points locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed or plainglass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and shouldhave key lockable action, security protective hinges, strong lockingsystems and as per sizefor arrestingnoise and energy loss. 40 UPVC VENTILATOR: Supplying and fixing UPVC ( Un-PLASTICIZED Polyvinyl chloride)Louvered Ventilators of from the profile the size of outer frame 60x58mm and shutter profile the size of 60x78mm both profile size of 60x78mm both profiles are reinforced with GI/1MM 125GSMand 100% corrosion free , the profile are multi chambered sections withwall thick of 2mm. The EPDM rubber (black color) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiation pin headed glass 4mm thick should be fixed to the wall with 100% packing with screws and silicon packing all around the frame. The ventilator should be got approved from the Executive Engineer before use on work. 41 PAINTING WORK 42 Painting two coats of synthetic Enamel paint of approved colour and make over one coat of anti corrosive Zinchromite primerover new wood / steel work, suitably prepared for receiving the paint by surface scraping, rubbing applying filler etc. including cost of filler, primer, paint all complete as per drawings and specifications. 43 Supplying and painting the walls with two coats of oil bound distemper over one coat of water based cement primer including cost for distemper, primer, cleaning and scrapping the walls, rendering the wallssmooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard specification.(The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work). 44 Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. 45 Weathering Course Concrete using best quality broken brick jelly of 20 mm uniform gauge in pure slaked lime ( NO Sand to be used ( over the RCC roof slab in the proportion of brick jelly to lime being 32 : 121/2 by volume laid over in single layer and consolidated to the required slope and finished thickness and beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etc. complete complying with standard specifications and as directed 46 Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers. 47 Plumbing Work 48 Supplying and fixing of Indus floor mounted white colour European water closet Parryware or equivalent, with seat cover and dual flush (3 & 6 lit) cistern having P trap withseat cover, supplyingnon corrosive hinges, CP bolts, nuts, washers, providing and fixing dash anchor fastners with bolts / L -brackets with anticorrosive paint cutting grooves in masonry or concrete surfaces, groutingwith cement concrete 1:2:4 mix, using 20mm size stone jelly,restoring the damaged portion to their original condition using required materials,fixing the water closet to perfect level,alignment,testingetc.complete. 49 Providing and keeping in stores, shifting to the place of installation, fixing,testing and commissioning ofwhite coloured vitreous china under counterRegular rectangular wash basin with brackets/ G.I. rag bolts and nuts painted,32mm dia brass C.P. waste coupling, (heavy) 32mm diabrassC.P.bottletrap,15mmdiabrassC.P.Anglestopcockwith flange, 15mm dia brass C.P. coldwater connecting pipe, etc., The work shall include,required extension nipples, cutting / chasing and making good the walls and floors- toilets. Wash Basin 50 Supply & Fixingat sitein position 15mm dia C.P brass BIB COCKS long body with wall flangeincludingcuttingandmakinggoodthe wallswhereverrequired 51 Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc.,complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). 52 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks). 53 Supplying and fixing in positionC.P. Soap tray of size 150 x 150mm including cost of teak wood plug and C.P. screws. etc. complete complying with standard specification.(D) 54 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition,including testing for any leakages,etc.,complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). 55 a) 40mm dia. 6kg class PVC pipes. 56 b) 50mm dia. 6kg class PVC pipes. 57 c) 75mm dia. 6kg class PVC pipes. 58 d) 110mm dia. 6kg class PVC pipes. 59 Supplying and fixing in position cost iron Nahini / Floor trap with Stainless steel grating / PVC nahini / Floor Trap with PVC Grating type of size 100 x 75 / 75 x 50 mm with best quality gratings of approved brand fixed over a bed of brick jelly lime concrete 1;2;5 (One lime two sand and five aggregate ) brick jelly 40mm and finishing with cm 1;3(One cement and three sand) including dismantling masonary wherever found necessary and making good to the original condition and giving connections to the cast iron pipe etc, complete complying with standard specififcation and as directed by the departmental Officers. 60 Supply and fixing in position best quality PVC IS 4985 - CLASS-II - 4 Kg/Sqcm -Rain water pipes of various size having ISI mark and providing leak proof joints with such asBend, Tee Junction, door etc.,of approved qualityincluding fixing to the wall with special PVC /MS clamps, etc., and making connection to all sanitary fittings, wherever necessary and making chipping good to the original condition, complying with standard specification etc.,complete. 61 b).110mm dia. 4kg class pipes. 62 Supplying and fixing in position of the following dia PVC rain water gratings for rain water pipes ,of approved quality and varietyof various size confirming to ISS andincluding necessary cutting and fixing and giving connection to PVC pipes etc., complete complying with standard specification and as directed by the Departmental Officer. 63 110mm dia 64 Supplying and fixing in position of the following dia PVC specials such asPVC vent Cowl etc.,of approved quality and varietyof various size confirming to ISS amend providing leak proof joint etc., including necessary cutting and fixing and giving connection to PVC pipes etc., complete complying with standard specification and as directed by the Departmental Officer. 65 a)75mm Dia 66 b)110mm Dia 67 PART-C - EXTERNAL DRAINAGE 68 Soil/ Waste Pipes 69 Supply and fixing in position best quality PVC IS 4985 - CLASS- III - 6 Kg/Sqcm -Soil/ waste pipes of various size with approved quality and varietyof various size confirminghaving ISI mark and providing leak proof joints including erection of below groundwith excavation and refilling etc.,and making connection to Manholes /Gully trap,wherever necessary and making chipping good portion to the original condition,complying with standard specification etc., complete. 70 160mm dia. 6kg class III-pipes. 71 Supply, laying and erction of glazed stone ware gully trap (100 x 75 mm) with 100 mm dia, outlet including embedding trap in cement concrete 1:3:6 and constructing chamber of size 300 x 300 mm inside clear in brick masonry 230 mm thick, plaster with water proof cement mortar (1:3) 15 mm thick on both internal and external surfaces inside finished with floating coat of neat cement. The work including excavation to required depth of gully trap and refilling and making good in the surface withProviding and fixing SFRC frame and cover 400 x 400 mm (clear opening) complete complying with std.specification. 72 Supplying and Erection and construction of sewer chambers of required internal dimensions 600x600 upto 0.6 mtr.depth with 230mm brick masonry in C.M.1:5 thk of masonry over bed of1:2:4 R.C.C. 200 mm thk bove 100 mm thk P.C.C.1;3:6 Cement concrete foundations over sand bed of 100mm thk channelling in 1;2:4 cement concrete, plastering in 1:3 cement mortar for internal and external surface finished with floating coat of neat cement, the work including excavation for required depth of gully trap and refilling and making good in the surface with SFRC cover and frame 600x600mm (clear opening)complete complying with standard specifications etc., 73 Construction of rain water recharge well of 1200mm dia and depth upto 1500mm, in addition 110 dia special blue slotted pipe for bore well.pipe should be laid from bottom of ring well centre to below 1500mm as shown in the drawings,including all types of excavation, occur for pipe,filling of rain water harvesting materials with construction of R.C.C. ring and top 100mm RCC SLAB WITH 450X450mm perforated SFRC manhole and 230mm brick wall in 2height with below 300mm lengthx100mm thk P.C.C. as per the structural filling the filter media as per drawing. 74 Supplying and fixing of PVC water storage tank of best approved quality and make of super thick with lid ofcapacity of 2000 litres with accessories including giving necessary connection etc., complete as directed by the departmental officer. (The PVC water storage tank should be got approved by the Engineer before use on work)(TWAD- Pano:173) 75 provision for rainwater harvesting structure 76 Electrification 77 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (5 points / Coil) Higher End ) 78 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (6 points / Coil) Higher End 79 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with painting of suitable colour for concealed PVC pipe Plug point ( 8 points / Coil) Higher End 80 Wiring with 2 x 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A FT switch and making good of the concealed portion with suitable colour for PVC concealed light (6 points per coil) (for rooms like bath, toilet & pumproom, etc.) 81 Supply and fixing of fancy glass shade and 7W / 9W LED bulb 82 Supply and fixing of single box type 440W fluorescent fitting complete with copper choke and condensor with TW round blocks on wall or ceiling with flu tube with PVC unsheathed FRLS copper leads from terminals to the fitting 83 Supply and fixing of AC / DC 76mm buzzer / call bell suitable for 230 volts 50 c/s single phase AC supply on suitable TW board with push switch 84 Supply and fixing of 1200mm (48) AC ceiling fan complete with stepped electronic 300W regulator with 300mm down 85 Supply and fixing of 300mm (12) sweep (light duty) AC exhaust fan complete without provision of hole in the wall 86 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no. 6A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End 87 Supply and fixing of 1 no.6/16A two module socket , 1 no. 16A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End 88 Supply and fixing of 20A Flush type Wall Socket 32A DP MCB complete set for AC Plug in flush with wall with earthconnection (For AC Plug) 89 Supply and fixing of 8 way Horizontal Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63A 4P MCB switch as incoming and 24 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End 90 Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 40A DP MCB Isolator as incoming and 10 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End 91 Supply and run of 2 of 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in rigid pipeconcealed in wall and ceiling with continuous earth wire connection of 1.5 sq.mm copper wire and making good of theconcealed portion with suitable colour 92 Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire with painting of suitable colour. 93 Supply and run of 2 of 4 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVCrigid pipe on wall and ceiling with continuous earth wire connection of 4 sq.mm copper wire with painting of suitablecolour 94 Supply and run of 4 of 6 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth Wire connection of 6 sq.mm copper wire with painting of suitablecolour 95 Supply and run of 1 of No.8 SWG GI wire for earth connection 96 Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earthconnection 97 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 40mm 98 Supply and fixng of TNEB meter board suitable for 3 phase 63A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2 x 1-1/2 x 1/4 rigidly fixed on wall covered with hylem sheet of size 2 feet x 1/2 feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 63A fuse units (500V), 1 No. neutral link, copper earth flat of size 1 x 1/4 with inter connection of EB meter tofuse units by 16 Sq.mm PVC insulated copper wire with 1 No 63 Amp 30 MA Four Pole RCD / RCCB (Lower End) with suitable necessary connection with earth connection complete 99 Supply and fixing of 63A TPNMC switch with suitable angle iron frame work with MS cable entry boxes with earth connection only 100 Supply and fixing of 63A TPNMC switch on suitable angle iron frame work with MS cable entry boxes with PWD earthing 101 Supply and fixing of brass cable gland for 2 x 16 sq.mm. PVC armoured LTUG cable with earth connection 102 Supply and fixing of brass cable gland for 3-1/2 x 35 sq.mm. PVC armoured LTUG cable with earth connection 103 Supply and Laying of 4 x 16 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 104 Supply and Laying of 3 1/2 x 35 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 105 Supply and Laying of 3 1/2 x 95 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good 106 Supply and providing cable end termination of 3-1/2 x 35 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 107 Supply and providing cable end termination of 3-1/2 x 95 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 108 Septic Tank 109 Earthwork for foundationsand depositing on bank with initial lead of 10 Mt. and initial lift of 2 Mt. in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soilincluding excavated earth. 110 Supplying and filling in foundation and basement with M sand in layers of not more than 10cm thick well watered, rammed and consolidated etc., complete as per standard specification. 111 Laying the Plain Cement concrete 1:4:8(One cement four sand and eight brokenMachine crushed stone jelly) using HBG Machine creased Machine crushed stone jelly of size 40mm gauge for founding and basement including de- watering if found necessary and laid in layers of not more than 15cms thick etc., complete complying with standard specification and as directed by the departmental officers.The rates inclusive of Centering , shuttering, strutting, propping,removal of form work if it is required and all leads ,lifts and curing etc.. 112 Supplying and Erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification. (Payment for centering shall be given after the concrete is laid) 113 REINFORCED CEMENT CONCRETE M25 1:1.5:3 mixusing 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. 114 Brick work in following Cement Mortar using best quality of Country Bricks of size 8-3/4 x 4-1/4 x 2-3/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 115 Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally and externally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or champhering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiseling the undulated surface wherever necessary and curing, etc., all materials and labour complete in all respects including all lead, lift and descent andas directed. 116 Supplying and fixing in position C.I.Manhole covers (heavy duty) mof various sizes of best approved quality and as per standard specificationsetc., complete.0.6X0.6M Size etc., complete. 117 Providing, machine mixing and laying on the P.C.C/ R.C.C. surface in approved panels of25 mm thick granolithic flooring in cement concrete mix of 1:2:4 (1 Cement: 2 Sand: 4 Aggregate 10 to 12 mm thick)well vibrated,compacted including 45 X 3 mm glass dividing strip, fixed to correct level and finished smooth and cured by keeping surfaces well-covered and protected against excess of an type. (The contractor to provide for preparation of surface by cleaning, hacking and exposing aggregate to achieve the best bond and any curling, lifting or beybonding noticed shall be rectified by the contractor at his cost). 118 Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication. 119 Under Ground Sump 120 Earthwork for foundationsand depositing on bank with initial lead of 10 Mt. and initial lift of 2 Mt. in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soilincluding excavated earth. 121 Supplying and filling in foundation and basement with M sand in layers of not more than 10cm thick well watered, rammed and consolidated etc., complete as per standard specification. 122 Laying the Plain Cement concrete 1:4:8(One cement four sand and eight brokenMachine crushed stone jelly) using HBG Machine creased Machine crushed stone jelly of size 40mm gauge for founding and basement including de- watering if found necessary and laid in layers of not more than 15cms thick etc., complete complying with standard specification and as directed by the departmental officers.The rates inclusive of Centering , shuttering, strutting, propping,removal of form work if it is required and all leads ,lifts and curing etc.. 123 Supplying and Erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification. (Payment for centering shall be given after the concrete is laid) 124 Reinforced Cement Concrete 1:11/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers 125 Providing and applying 10 mm thick Cement plaster in Cement mortar 1:3 ( One part of Cement and Three parts of Sand ),to finishing the exposed surfaces of R.C.C. items of works such as Roof (or) floor slabs, beams,and Sun shades etc.to correct plane and l 126 Providing, machine mixing and laying on the P.C.C/ R.C.C. surface in approved panels of 25 mm thick granolithic flooring in cement concrete mix of 1:2:4 (1 Cement: 2 Sand: 4 Aggregate 10 to 12 mm thick)well vibrated,compacted including 45 X 3 mm glass dividing strip, fixed to correct level and finished smooth and cured by keeping surfaces well-covered and protected against excess of an type. (The contractor to provide for preparation of surface by cleaning, hacking and exposing aggregate to achieve the best bond and any curling, lifting or beybonding noticed shall be rectified by the contractor at his cost) 127 Supplying and fixing in position C.I.Manhole covers (heavy duty) of various sizes of best approved quality and as per standard specificationsetc.,complete.0.6X0.6M Size etc., complete. 128 PVC mould CI steps for sump 129 Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication. 130 Aluminium ladder for maintenance over the Roof top 131 Provision for lab interior 132 Tactile Flooring and Braille Sign Board 133 Provision for Sitting bench and Cubboard Arrangements 134 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}
Contract Date: Jun 13, 2026 Contract Value : ₹ 1.68 Crore
Local Bodies No of Bidders 2
Tamil Nadu View Result →
44.
Housing Urban and Rular Development #11285696 AOC
Tender for Grading Roof For Water Proofing Treatment With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Water Proofing Treatment On Roofs Of Slabs By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying: (A) After Surface Preparation, First Layer Of Slurry Of Cement @ 0.488 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg/Sqm. (B) Laying Second Layer Of Fibre Glass Cloth When The First Layer Is Still Green. Overlaps Of Joints Of Fibre Cloth Should Not Be Less Than 10 Cm. (C) Third Layer Of 1.5 Mm Thickness Consisting Of Slurry Of Cement @ 1.289 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.670 Kg/Sqm And Coarse Sand @ 1.289 Kg/Sqm. This Will Be Allowed To Air Cure For 4 Hours Followed By Water Curing For 48 Hours. The Entire Treatment Will Be Taken Upto 30 Cm On Parapet Wall And Tucked Into Groove In Parapet All Around. (D) Fourth And Final Layer Of Brick Tiling With Cement Mortar (Which Will Be Paid For Separately.For The Purpose Of Measurement The Entire Treated Surface Will Be Measured. , Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement.20 Mm Cement Plaster , Extra For Providing And Mixing Water Proofing Material In Cement .Plaster Work In Proportion Recommended By The Manufacturers , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead : Of Area 3 Sq. Metres And Below . , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. , 12 Mm Cement Plaster Of Mix 1:6 (1 Cement : 6 Fine Sand) , Repair To Plaster Of Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm And Under, Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing Plastering The Wall Surface With Whit
Contract Date: Jun 12, 2026 Contract Value : ₹ 22.19 Lakh
Government Departments No of Bidders 7
Uttarakhand View Result →
45.
Housing Urban and Rular Development #11285695 AOC
Tender For Grading Roof For Water Proofing Treatment With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Water Proofing Treatment On Roofs Of Slabs By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying: (A) After Surface Preparation, First Layer Of Slurry Of Cement @ 0.488 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg/Sqm. (B) Laying Second Layer Of Fibre Glass Cloth When The First Layer Is Still Green. Overlaps Of Joints Of Fibre Cloth Should Not Be Less Than 10 Cm. (C) Third Layer Of 1.5 Mm Thickness Consisting Of Slurry Of Cement @ 1.289 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.670 Kg/Sqm And Coarse Sand @ 1.289 Kg/Sqm. This Will Be Allowed To Air Cure For 4 Hours Followed By Water Curing For 48 Hours. The Entire Treatment Will Be Taken Upto 30 Cm On Parapet Wall And Tucked Into Groove In Parapet All Around.(D) Fourth And Final Layer Of Brick Tiling With Cement Mortar (Which Will Be Paid For Separately.For The Purpose Of Measurement The Entire Treated Surface Will Be Measured. , Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement.20 Mm Cement Plaster , Extra For Providing And Mixing Water Proofing Material In Cement .Plaster Work In Proportion Recommended By The Manufacturers , Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead : Of Area 3 Sq. Metres And Below . , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). , Reinforcement For Reinforced Cement Concrete Mild Steel And Medium Tensile Steel Bars Including Straightening, Cutting, Bending In Position And Binding All Complete. , Centring And Shuttering For Suspended Floors, Roofs, Landings, Balconies And Access Platform. , Centring And Shuttering For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 12 Mm Cement Plaster Of Mix 1:6 (1 Cement : 6 Fine Sand) , Repair To Plaster Of Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm And Under, Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing Plastering The Wall Surface With White Cement Based Polymer Modified Self Curing Mortar, Including Disposal Of Rubbish, All Complete As Per The Direction Of Engineer-In-Charge. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade New Work (Two Or More Coats) Over And Including Priming Coat With Cement Primer. , Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade :New Work (Two Or More Coats Applied @ 1.43 Ltr/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/ 10 Sqm) , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) : , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete.Fixed To Steel Windows By Welding , Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6 Mm Angle Iron And 3 Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer. Using M.S. Angels 40X40x6 Mm For Diagonal Braces , Providing And Fixing Fly Proof Galvanized M.S. Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia 0.63 Mm All Complete With 12 Mm Mild Steel U Beading , Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete : 300X16 Mm , Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, (Barrel Type) With Necessary Screws Etc. Complete : 250X10 Mm , Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete :.1 125 Mm , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand Or Manufacture. , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes (110 Mm Diameter) , Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Shoe (Plain) 110 Mm , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To Reinforced Cement Concrete Projections.
Contract Date: Jun 12, 2026 Contract Value : ₹ 16.17 Lakh
Government Departments No of Bidders 11
Uttarakhand View Result →
46.
Defence #11276668 AOC
Tender For Welcome Maintenance To Omq Area Under Ge (Af) Srinagar.-- Sl. No. Item Description 1 Preparation Of Old Decorated Plastered Or Unplastered Surfaces Of Wall Including Filling Of Holes, Cracks And Undulating Surface With Cement Wall Care Putty Making Surface Even And Smooth And Applying One Coat Of Distemper Oil Emulsion Paint (Obd), Complete All As Specified And Directed 2 Preparation Of Old Decorated Plastered Or Unplastered Surfaces Of Wall Including Filling Of Holes, Cracks And Undulating Surface With Cement Wall Care Putty Making Surface Even And Smooth And Applying Two Coats Of Distemper Oil Emulsion Paint (Obd), Complete All As Specified And Directed 3 Complete Removal Of Existing Treatment From Wall Surfaces And Applying Two Coats Of Oil Bound Distemper Of Approved Colour Including Applying 1Mm Thick Jk Birla Wall Care Putty For Making The Surface Even And Smooth And Filling The Uneven And Small Holes And Making The Edges Of Plaster Properly By Plaster Of Paris Preparatory To Distempering Including Preparation Of Surface By Washing Rubbing Down And Stopping Of Distempered Surfaces, Complete All As Specified And Directed. 4 Preparation Of Old Plastered / Unplastered Old Decorated Surfaces Of Ceiling / False Ceiling, Cornices By Brooming Down Or Steel Brushing, Scraping Down Smoke. Moulds , Moss And Efflorescence Salts, Trading Oil Greasy Spots Etc. And Applying One Coat Of Oil Bound Distemper (Obd), Complete All As Specified And Directed 5 Preparation Of Old Plastered Or Unplastered Ceiling Surfaces And Applying One Coat Of White Wash, Complete All As Specified And Directed. 6 Preparation Of Old Plastered Or Unplastered Wall Surfaces And Applying One Coat Of White Wash, Complete All As Specified And Directed. 7 Preparation Of Old Plastered Or Unplastered Wall Surfaces And Applying Two Coats Of White Wash, Complete All As Specified And Directed. 8 Preparation Of Old Painted Steel & Iron Surfaces Of Any Description Over 10Cm Width Or Girth And Applying One Coat Synthetic Enamel Paint, Complete All As Specified And Directed. 9 Preparation Of Old Painted Wood Surfaces And Wood Based Materials Of Any Description Over 10Cm Width Or Girth And Applying One Coat Synthetic Enamel Paint, Complete All As Specified And Directed. 10 Preparation Of Old Plastered Surfaces Of Wall By Washing Down, Brooming Down Or Steel Wire Brushing Etc. And Applying One Coat Cement Base Paint, Complete All As Specified And Directed. 11 Complete Removal Of Existing Treatment From Brick Walls Or Concrete Plastered Or Unplastered Surfaces Including Scraping Down Smoke Soots, Moulds, Moss And Trading Oil And Greasy Spots Etc. Including Cornices, Pilasters Etc. And Applying Two Coats Of Cement Based Paint Over A Coat Of Primer, Complete All As Specified And Directed. 12 Complete Removal Of Existing Treatment From Brick Walls Or Concrete Plastered Or Unplastered Surfaces Including Scraping Down Smoke Soots, Moulds, Moss And Trading Oil And Greasy Spots Etc. Including Cornices, Pilasters Etc. And Applying Two Coats Of Weather Paint (Apex) Over A Coat Of Exterior Primer, Complete All As Specified And Directed. 13 Complete Removal Of Existing Treatment From Brick Walls Or Concrete Plastered Or Unplastered Surfaces Including Scraping Down Smoke Soots, Moulds, Moss And Trading Oil And Greasy Spots Etc. Including Cornices, Pilasters Etc. And Applying One Coat Of Weather Paint (Apex), Complete All As Specified And Directed. 14 M&L For French Polishing On Surfaces Of Any Description Width Or Girth Including Cleaning And Preparing The Surface Including A Coat Of Wood Filler On New Wooden Works With Two Or More Coats, Complete All As Specified And Directed. 15 S&F In Repairs 32/40 Mm Dia Bore Pvc Flexible Pipe For Wash Hand Basin / Urinal, Complete All As Specified And Directed. 16 S&F In Repairs 15Mm Size Pvc Connections With Ptmt Nuts Of Length 450Mm, Complete All As Specified And Directed. 17 S&F In Repairs Cp Health Faucet Fixed With Spring Action And Lever Along With Flexible Shower Hose With Brass Nut Of Length 1.5M Fitted In The Existing Water Connection In The Toilets, Complete All As Specified And Directed. 18 S&F In Repairs Brass Chromium Plated Tubular Towel Rail 20Mm Dia \D\ Type 60Cm Long Between Flanges, Complete All As Specified And Directed. 19 S&F In Repairs Plastic Water Closet Seat Cover Closed Pattern With Flat Bottom Cover And Mild Steel Chromium Plated Or Aluminized Hinging Device, Complete All As Specified And Directed. 20 S&F In Repairs 15Mm Bore Bib Tap, Cast Copper Alloy, Chromium Plated, With Capstan Handle, Screwed Down, Screwed From Iron Pipe Or For Brass Ferrule, Complete All As Specified And Directed. 21 S&F In Repairs 15Mm Bore Stop Valve / Angle Valve, Cast Copper Alloy, Chromium Plated, Fancy Type, Screwed Down High Pressure With Capstan Head, Complete All As Specified And Directed. 22 S&F In Repairs 15Mm Bore Hot And Cold Water Mixer With Swan Neck For Whb Chromium Plated Quarter Turn Screwed Down, Including Necessary Fittings, Complete All As Specified And Directed. 23 S&F In Repairs 15Mm Size Sink Mixer For Mixing Hot & Cold Water, Cast Copper Alloy Chromium Plated With Capstan Heads, High Pressure, With Long Screwed Shanks And Fly Nuts, Screwed For Iron Pipe, Complete All As Specified And Directed. 24 S&F In Repairs 15Mm Bore Chromium Plated Wall Mixer 3-In-1 System Wall Mixer With Overhead And Hand Shower Arrangement With Connecting Legs, Wall Flanges And Wall Bracket For Hand Shower, Complete All As Specified And Directed. 25 S&F In Repairs 10 Litre Capacity Pvc Valveless, Syphonic Action Type, Flushing Cistern Low Level, White With Inlet Ball Valve, Float And Handle Including Brackets And Pvc Flush Pipe Etc., Complete All As Specified And Directed. 26 S&F In Repairs 5.5Mm Thick Sheet Glass Shelf Assembly Consisting Sheet Glass, Chromium Plated, 600Mm Long And 120Mm Wide With Chromium Plated Brackets, Guard Bar And Railing, Complete All As Specified And Directed. 27 S&F In Repairs Vitreous China Wash Hand Basin, White Flat Back, Size Of 550X400Mm Including Cutting For And Pinning In Ends Of Brackets (Including Supply And Fixing Of Brackets) Or Erecting Stand, 32Mm Brass Chromium Plated Waste Fitting With Long Screwed Shank And Fly Nut Flangedend Bedded In Red Led Cement, Chain And Plug And Porcelain Stopper, Complete All As Specified And Directed. 28 S&F In Repairs For 15Mm Bore Tubes, Medium Grade, Galvanised, With All Fitting, ( Such As Bends, Elbows, Tees, Short Pieces, Connectors, Back Nuts, Diminishing Pieces, Caps, Plugs, Unions Etc.) And Fixed Complete To And Ceiling With Clips, Wall Hooks, Wooden Plugs Or Laid In Floors Including Screwing And Waste And For Forged Bends On Piping As Required, Complete All As Specified And Directed. 29 S&F In Repairs For 20Mm Bore Tubes, Medium Grade, Galvanised, With All Fitting, ( Such As Bends, Elbows, Tees, Short Pieces, Connectors, Back Nuts, Diminishing Pieces, Caps, Plugs, Unions Etc.) And Fixed Complete To And Ceiling With Clips, Wall Hooks, Wooden Plugs Or Laid In Floors Including Screwing And Waste And For Forged Bends On Piping As Required, Complete All As Specified And Directed. 30 S&F 500 Litres Capacity Rotational Moulded Polyethylene Water Storage Tanks (Cylindrical Vertical With Closed Top) Hoisted And Fixed In Position All As Specified In Ssr Part I Including Dismantling Existing Water Tank And Removing From Site, Complete All As Specified And Directed. 31 Cleaning And Removing All Scale And Dirt, Etc. From Tanks And From Mouths Of Circulating Pipes, Etc Of Capacity Upto 500 Litres And Refixing The Float Valve And Plugging Wash Pipe, Complete All As Specified And Directed. 32 Cleaning And Removing All Scales And Dirt Etc. From Tanks And From Mouths Of Circulating Pipes Of Capacity Exc 500 Litres But N Exc 1000 Litres And Refixing The Float Valve And Plugging Wash Pipe, Complete All As Specified And Directed. 33 S&F In Repairs Cabinet Mirror Of Size 450X600Mm, Complete All As Specified And Directed. 34 Taking Down And Refixing Of Shutters In Same Opening After Easing And Adjusting Of Any Description Exc 1 Sqm And N Exc 2 Sqm Each Including Resecuring/Changing Of Builders Hardware, Complete All As Specified And Directed. 35 Taking Down Aluminium Door / Window Shutter Of Any Size N Exc 2.5 Sqm Each And Refixing In The Same Position / Opening After Easing And Adjusting, Tightening Of Joints Or Changes Of Hinges, Screws, Cleats, Beadings, Rubber Gasket Etc, As Per Site Requirement To Make Functional The Shutter, Complete All As Specified And Directed. 36 Taking Down Shutters Of Any Description Size Of Shutter Exc 1 Sqm But N.Exc 2 Sqm And Removing From Site Complete All As Specified And Directed. 37 Taking Down Chowkhats Or Frames With Shutters (Without Taking Off Shutters From The Frames) N Exc. 1.5 Sqm And Credited To The Contractor, Complete All As Specified And Directednote: The Damaged Portion Of The Tiles / Rendering Shall Be Made Good With The Same Material To Match With The Adjacent Surface. 38 Taking Down Chowkhats Or Frames With Shutters (Without Taking Off Shutters From The Frames) Exc. 1.5 Sqm But N Exc 4.0 Sqm And Credited To The Contractor, Complete All As Specified And Directednote: The Damaged Portion Of The Tiles / Rendering Shall Be Made Good With The Same Material To Match With The Adjacent Surface. 39 S&F Pressed Steel Frame For Doors With One Rebates Size Of Frame 125X60 Mm Including Necessary Fixing Lungs Hinges Lock Strike Plate Etc. Including Pcc, 1:3:6, Type C-0 (Using 12.5 Mm Graded Crushed Stone Aggregate) As In Back Filling Of Pressed Steel Frame, Complete All As Specified And Directed. 40 S&F Pressed Steel Frame For Doors With One Rebates Size Of Frame 105X60 Mm Including Necessary Fixing Lungs Hinges Lock Strike Plate Etc. Including Pcc, 1:3:6, Type C-0 (Using 12.5 Mm Graded Crushed Stone Aggregate) As In Back Filling Of Pressed Steel Frame, Complete All As Specified And Directed. 41 S&F Anodised Aluminium Powder Coated Door Shutter With Frame (Minimum Thickness Of Powder Coating 50 Micron Of Approved Colour), Partly Glazed With 5Mm Thick Tinted Glass And Partly Panelled With 9Mm Thick Prelaminated Particle Board With Both Side Decorative Laminated Including Rubber Bead Joining Cleat For Fixing In Position, Aluminium Door Handle 150Mm Size, Aluminium Barrel Tower Bolt 200Mm Size, Mortice Lock Etc. All As Specified Below, Complete All As Specified And Directed. (A) Frame (Top & Side) Section Shall Of Size 101.60 X 44.75 X 2.4Mm (Section No 14021)(B) Vertical Members Of Shutter Section Shall Be Be Of Size 85.00 X 44.45 X 2.00Mm (Section No 19560)(C) Top Members Of Shutter Section Shall Be Be Of Size 83.50 X 44.45 X 2.00Mm (Section No 19581)(D) Lock Rail (Middle Member) Of Shutter Section Shall Be Be Of Size 150.00 X 44.45 X 3.00Mm (Section No 19596)(E) Bottom Members Of Shutter Section Shall Be Be Of Size 150.00 X 44.45 X 3.10Mm (Section No 19584) (F) Glazing Clip For Securing Glass Of Shutters Shall Be Be Of 0.80Mm Thick (Section No 19370).Note:- (I) Section No Given Above Are Of Make Jindal, Contractor May Use Similar Section Of Other Make Mention In Appx A(Ii) Floor Door Spring Will Be Measured & Paid Separately. 42 S&F Aluminium Powder Coated Aluminium Window Having Three Track (Minimum Thickness Of Powder Coating 50 Micron) With Aluminium Section 92Mm X 31.75Mm (Weight Bottom Section 1.070 Kg/M, Top Section 0.933 Kg/M, Shutter Section 40Mm X 18Mm (Weight Of Handle Section 0.417 Kg/M) Interlock 0.547 Kg/Rm Mounted On Bearing To Slide On Tracks Plain Anodized In Approved Shade Including Supply And Fixing Of 5Mm Thick Plain Glass And Wire Mesh, Pvc Track Gasket, Epdm Rubber Gasket On Glass Of Weather Tightening Along With Locks, Handle Including Sealing Gap With Marble Surfaces With Silicon Sealants Making It Water Proof In All Manner Etc. Complete All As Specified And Directed. 43 S&F Aluminium Powder Coated Ventilator (Minimum Thickness Of Powder Coating 50 Micron) Having Fixed Glass With Aluminium Section Having Section 50.80Mm X 25.40Mm (Weight 0.489 Kg/M) Glazing Clear Section (Weight 0.109 Kg/M) With Plain Anodized Including Supply And Fixing Of 5Mm Thick Sun / Heat Reflected Glass Making Frame And Glass Water Tightening Making It Good Etc., Complete All As Specified And Directed. 44 S&F For Powder Coated Aluminium Grill (Thickness Or Powder Coating Not Less Than 50 Micron) Of Approved Design / Pattern, With Approved Standard Section And Fixed To The Existing Window Frame With C.P. Brass / Stainless Steel Screws @ 200 Mm Centre To Centre, Including Cutting The Grill To Proper Opening Size For Fixing And Operation Of Handles And Fixing Approved Powder Coated Aluminium Standard Section Around The Opening, Complete All As Specified And Directed. 45 S&F Upvc Windows With, Glass 5Mm Thick Clear Tough + 12Mm Thick A, G+5Mm Clear Toughened, Profile-Mozart Premium, Colour-White, Drainage, Face, Reinforcement Standard, T-Joints, Mechanical /V-Welded, Bead-Default, Mesh-Pull Down, Handle Type Cocksper Handle, Complete All As Specified And Directed. 46 S&F 4.8Mm Thick Sheet Glass Ordinary Quality And Glazing With Aluminium Glazing Clips And Rubber Neosprine Gasket In Square Or Rectangular In Section N Exc 0.5 Sqm In Each Pane, Complete All As Specified And Directed. 47 S&F Solid Pvc Door Frame Of Size 50Mm X 47Mm Made Out Of 5Mm Plain Colour Pvc Sheet Reinforced With M.S. Square Tube, Supplying And Fixing In Opening, Complete All As Specified And Directed. 48 S&F 30Mm Thick Factory Made Solid Pvc Moulded Door Shutter With Wood Free Eps, 28 To 30Mm Thick (Stiles), With 2, 4 Or 6 Raised Panel Design With 2Mm Thick Moulded Pvc Sheet On The Front Face And 2Mm Thick Plain Colour Pvc Sheet On Back Face, Suppling And Fining In Frame At Site As Per Specification And Drawing 49 S&F 35Mm Thick 2Nd Class Hardwood, Factory Made, Glazed And Skeleton Shutters, Open Rebated And Prepared To Receive Glass, Gauze, Etc. (Without Sash Bars), Edges Of Framing Plain, Chamfered Or Rounded. Fitted With Cut And Mitred Beads For Securing Glass, Etc. Sizes Of Members Of Shutters As Specified In Ssr Part I, Section 8, Clause 8.24 (A), Complete All As Specified And Directed. 50 S&F 35Mm Thick 2Nd Class Hardwood Plain Framed, Panelled Shutter (Two Panel), Factory Made, With Lock Rail And Panel Of 9 Mm B.W.P. Commercial Ply Or 12 Mm Veneered Particle Board With Commercial Veneering On Both Faces. The Size Of Rail And Stile As Per Is : 1003 (Part I), Kiln Seasoned And Chemically Pressure Treated, Complete All As Specified And Directed. 51 S&F In Repairs 250Mm Mild Steel Helical Door Spring Rat Tail Type Including Collar Plate And Welding If Required Or Otherwise Fixed With Screw On Wooden Frames, Complete All As Specified And Directed. 52 S&F 150Mm Size Aluminium Anodised, Barrel Tower Bolts Of Extruded Section, Complete All As Specified And Directed. 53 S&F 100Mm Size Aluminium Anodised, Barrel Tower Bolts Of Extruded Section, Complete All As Specified And Directed. 54 S&F 150Mm Size Aluminium Handles, Cast Type, Anodised Complete All As Specified And Directed. 55 S&F 100Mm Size Aluminium Handles, Cast Type, Anodised Complete All As Specified And Directed. 56 S&F 100Mm Long Medium Weight, Cold Rolled Mild Steel Butt Hinges, Complete All As Specified And Directed.. 57 S&F 100Mm Long Floor Door Stopper Of Aluminium Alloy Body And Tongue With Rubber Cover Ends, Complete All As Specified And Directed. 58 S&F 250Mm Long Aluminium Alloy, Anodised, Sliding Door Bolt With Hasp, Staple (Bolt Type) And Fixing Clips Of Sheet, Cast Or Extruded Sections And Fixing Bolts, Complete All As Specified And Directed. 59 S&F Mild Steel Wire Cloth 0.56Mm Nominal Dia Of Wire And Average Width Of Aperture 1.18 In Steel / Wooden Shutter Of Door & Windows, Complete All As Specified And Directed. 60 S&F 3Mm Thick Sheet Glass Ordinary Quality And Glazing With Oil Putty / Wooden Beading In Squares Not Exceeding 0.50 Sqm Including Hacking Old Glass, Complete All As Specified And Directed. 61 S&F Door Strip Comprising Of Aluminium Holds & Rubber Strip Fixed At Bottom Of Door Shutter With Screws, Complete All As Specified And Directed. 62 S&F In Repairs 18-19Mm Thick Block Board, Grade-2 Quality, Interior Grade, Commercial Type, Fixed With Screws To Timber Framework As In Kitchen Drawers, Cupboard Shutters Etc. Complete All As Specified And Directed. 63 S&F 0.90Mm Thick Decorative Laminate Type 1 Of Surface Finish, Colour And Pattern As Approved, Fixed With Approved Adhesive As Per ManufacturerS Instructions, Complete All As Specified And Directed. 64 S&F 30Mm Width Of Flaps Continuous (Piano) Hinges, Stainless Steel, Bright Finish Or Electro Galvanised, Complete All As Specified And Directed. 65 S&F In Repairs 100Mm Long Hasp And Staple, Safety Type, Brass Aluminium Anodized With Mild Steel Hinge Pin Including Bolt To Hinge Plote And Fixed With Screw, Complete All As Specified And Directed. 66 S&F In Repairs Sink With Drainage Board Made Of Stainless Steel 1Mm Thick Kitchen Or Laboratory With Plugs, Washers And Wastes; Including Bedding In Cement Mortar To Dwarf Wall Or Including Fixing Cantilever Brackets And Connecting Union To Pipe Overall Size 915Mm X 460Mm Bowl Size 410Mm X 330Mm X160Mm, Complete All As Specified And Directed. 67 S&F In Repairs Kitchen Plate Rack Made Of Stainless Steel 1Mm Thick With Plugs Washers As Overall Size Of 900Mm X 975Mm Including Fixing To Wall And All Accessories, Complete All As Specified And Directed. 68 S&F In Repairs 9Mm Thick Plywood, Grade Bwr, Type Bb, Fixed With Screws To Timber Frame Work Or Wall Panelling / Flooring / Ceiling, Complete All As Specified And Directed. 69 Preparation Of New Wood And Wood Based Surfaces Of Any Description Exc 10Cm With Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Pink Primer, Complete All As Specified And Directed. 70 S&F In Repairs Snap Grid For False Ceiling Of Size 600Mm X 600Mm Grid Exposed Grid System Fabricated With Galvanised Iron Powder Coated Section All As Shown On Serial Page No 185 Of Ssr Part Ii (2020 Print), Complete All As Specified And Directed. 71 S&F 12Mm Thick Perforated Particle Boards Or Tiles For Insulation And Acoustic Purposes, 60Cm X 60Cm In Size, Fixed With Nails To Timber Frame Workorwith Staples On Snap Grid, Complete All As Specified And Directed. 72 S&F 6Mm Thick Non Asbestos Fibre Cement Building Boards Fixed Or Laid/Inserted To Timber /Gi / Aluminium Framework With Screws To Ceiling Flat Or Sloping, Complete All As Specified And Directed. 73 S&F In Repairs 12Mm Thick Wooden Wall Panelling Of Second Class Softwood With Tongue And Groove Joint Fixed In Any Position Over And Including Wooden Framework In Second Class Softwood With Plain Fillets Square Or Sectional Area Exc 13 Sqcm And N Exc 25 Sqcm At N Exc 90 Cm Centre To Centre In Both Direction And Including Two Or More Coats Of French Polishing On All The Exposed Surfaces Wooden Panelling Including Taking Down Existing Electrical Fittings And Re-Fixing The Same, Complete All As Specified And Directed. 74 S&F In Repairs Solid Pvc Wall Lining Consisting Of 5Mm Thick Wood Grain Printed Pvc Sheet Inclusive Of Solvent Cement And Fixing At Site On Pvc Frame Including 5Mm Thick Pvc Sheet Fillet Of Width 35Mm For Wall Panelling Inclusive Of Fixing On To Wall To Make Pvc Frame As Per Specifications,Complete All As Specified And Directed. 75 S&F In Repairs Decorative Type Wallpaper Of Good Quality Surface Finish, Colour ,Design And Pattern As Required Fixed With Approved Adhesive As Per ManufacturerS Instructions As Approved, Complete All As Specified And Directed. 76 Dismantling Wrought Iron Or Mild Steel Work Of Any Description Not Otherwise Provided For, Complete All As Specified And Directed. 77 M&L For Structural Steel Work As In Truss, Rafter Purling, Made Out Of Angle / Hollow Pipe / Tube Section Including Jointing Cleats, Plates Flat Iron, Gusset Plates, Rails, Braces Etc. Conforming To Fe 410-W (Gde-E-250) Quality, Confirming To Is-1161-1979 Of Grade St-240 Complete All As Specified And As Directed. 78 S&F In Repairs 0.63Mm Thick Galvanised, Corrugated Mild Steel Sheeting With Two Corrugations Side Lap, With L-Type Or J-Type Or Cranked Hook Bolts, In Roofs, Walls Etc. With Grade Of Zinc Coating, Complete All As Specified And Directed. 79 S&F In Repairs Pre-Painted Galvalume Aluminium Zinc Coating Gi Based Corrugated Steel Sheet 0.50Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering / Cladding To Wall, Fixed With Self Tapping Screws, Complete All As Specified And Directed. 80 S&F In Repairs Pre-Painted Galvalume Aluminium Zinc Coating Gi Based Plain Steel Sheet 0.50Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering / Cladding To Wall, Fixed With Self Tapping Screws, Complete All As Specified And Directed. 81 M&L For Tightening Bolts And Closing Bolt Holes, Etc. To Rectify The Leakage / Seepage, In Old Roof Of Corrugated Steel Sheets By Sealing With One Bitumen And One Curved Gi Washer On Either Side And 6Mm G.I. Bolts And Nuts If Required, All Set In Stiff White Lead, Complete All As Specified And Directed. 82 Preparing New Zinc (Or Galvanised) Surfaces To Receive Painting Of Any Description Over 10Cm Width Or Girth, By Coating With Mordant Solution Including Washing And Cleaning, Etc. Steel And Iron Surfaces And Applying Two Coats Of Synthetic Enamel Paint Over One Coat Red Oxide Primer, Complete All As Specified And Directed. 83 Preparation Of Old Zinc (Or Galvanised) Steel And Iron Roof Surfaces Of Any Description Over 10 Cm Width Or Girth To Receive Painting, By Coating With Mordant Solution Including Washing And Cleaning Etc. And Applying Two Coats Of Synthetic Enamel Paint, Complete All As Specified And Directed. 84 Demolition Of Stone Slabs And Tiles Of Any Description Or Thickness In Floors, Aprons Etc., Complete All As Specified And Directed. 85 M&L For 18-20Mm Thick Granite (Of Any Type) Work (Table Rubbed And Polished) As In Steps, Jambs, Pillars, Window Cills, Cooking Platforms And Like In Cement Mortar (1:4) Including Pointing In White Cement (1:2) Using Marble Dust With Admixture Of Pigment To Match With Shade Of Granite Over And Including 15Mm Thick Screed Bed In Cm 1:4, Complete All As Specified And Directed. 86 Demolition Of Reinforced Cement Concrete Of Any Description In Any Position Not Otherwise Specifically Provided For, Complete All As Specified And Directed. 87 Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Floor Slabs, Landings And Similar Work For Fair Finished Surface, Not Exceeding 200M Thick (Horizontal Or Sloping), Complete All As Specified And Directed. 88 M&L For Reinforced Cement Concrete, 1:2:4, Type B-1 (Using 20 Mm Graded Crushed Stone Aggregate) For Slabs Supported On Walls, Beams And Columns In Floors, Roofs, Landings, Balconies, Canopies, Deck Slabs And In Shelves And The Like, Complete All As Specified And Directed. 89 M&L For Ms Tmt Bars 10Mm Dia And Over, Cut To Length Bent To Shape Required Including Cranking, Bending Spirally For Hooking For Columns, Hooking Ends And Binding With And Including Mils Steel Wire (Annealed) Not Less Than 0.9Mm Dia Or Securing With Clips, Complete All As Specified And Directed. 90 S&F In Repairs 20Mm Dia Decorative Powder Coated Drapery Curtain Rods Of With Bright Finish, Including Decorative Side Domes, Brackets And A Minimum Of 8 Nos Curtain Rings In Per Running Metre Of Length, Complete All As Specified And Directed. 91 Demolition Of Brick Work Or Stone/ Boulder Masonry, Built In Cement Mortar Including All Quoins, Pillars Etc. Complete All As Specified And Directed. 92 M&L For Brick Work With Sub-Class `B Bricks (Using Old Size Bricks), Straight Or Curved On Plan Exceeding 6M Mean Radius Built In Cm 1:6, Complete All As Specified And Directed. 93 Taking Down Cement Or Cement Lime Plaster On Brick Or Stone Walls, Etc. Including Raking Out Joints, Hacking For Key, Scrubbing Down With Water Etc., Complete All As Specified And Directed. 94 M&L 15Mm Thick Rendering On Fair Faces Of Brick Work Or Concrete Surfaces In Cm 1:4 And Finishing Even And Smooth Without Using Extra Cement Using Integral Water Proofing Compound, Complete All As Specified And Directed. (Wpc Shall Be Measured And Paid Separately). 95 Supply Only Integral Water Proofing Compound, Complete All As Specified And Directed. 96 M&L For Rendering 15Mm Thick On Other Than Fair Faces Of Brick Or Concrete Surfaces In Cement Mortar 1:6, Finished Even And Smooth Without Using Extra Cement, Complete All As Specified And As Directed. 97 Preparation Of New Surface Of Wall And Applying Two Coats Of Cement Base Paint Over One Coat Of Primer, Complete All As Specified And Directed. 98 Preparation Of New Plastered Surfaces Of Walls And Applying Two Coats Of Oil Bound Distemper Over A Coat Of Alkali Resistant Primer, Complete All As Specified And Directed. 99 M&L For Lagging To 15Mm Bore Pipes Used In External Water Supply Or Plumbing All Around With 50Mm Thick Bonded Mineral Wool Pre-Formed ‘Snap On’ Pipe Sections Of Density 144 Kg /Cum Conforming To Is 9842 Provided With Chicken Mesh Wire Netting 25Gauge 20Mm Mesh Including Applying With Brushing Neat Cement Slurry With 3 Kg Of Cement Per Sqm Including Taking Down Of Old Lagging If Required, Complete All As Specified And Directed. 100 M&L For Lagging To 20Mm Bore Pipes Used In External Water Supply Or Plumbing All Around With 50Mm Thick Bonded Mineral Wool Pre-Formed ‘Snap On’ Pipe Sections Of Density 144 Kg /Cum Conforming To Is 9842 Provided With Chicken Mesh Wire Netting 25Gauge 20Mm Mesh Including Applying With Brushing Neat Cement Slurry With 3 Kg Of Cement Per Sqm Including Taking Down Of Old Lagging If Required, Complete All As Specified And Directed. 101 S&F In Repairs 75Mm Dia Pvc (Swr) Soil Waste And Vent Pipes Single Socketed In Any Length With Rubber Ring Joints, Laid In Trenches Or Fixed To Walls, Complete All As Specified And Directed 102 S&F In Repairs 110Mm Dia Pvc (Swr) Soil Waste And Vent Pipes Single Socketed In Any Length With Rubber Ring Joints, Laid In Trenches Or Fixed To Walls, Complete All As Specified And Directed 103 M&L For Cleaning Surface Of Sunken Portion Wall / Bottom And Applying Cement Slurry @1.2 Kg Per Sqm And Applying 15Mm Thick Cement Plastred In Cm 1:3 Finished Even And Fair Using Extra Cement And Applying Two Coats Of Acrylic Polymer Modified Cementious Slurry As Per Manufactureas Instruction To Make The Surface Leak Proof, Complete All As Specified And Directed. 104 S&F In Repairs Vitreous China Wash Down Water Closet Pan (Pedestal Pattern), White (Excluding Flushing Cistern ) Including Connection To Drain (Or Outgoing Pipe) And To Flushing Pipe, Antisyphonage Pipe, Pvc Cover Sheet In Same Colour Etc., Complete All As Specified And Directed. 105 Dismantling Of Floor Hearth Or Wall Tiling Including Cement Mortar Bedding But Not Backing Removing Serviceable Tiles To Store And Rubbish Off The Premises, Complete All As Specified And Directed. 106 Demolition Of Cement Concrete In Ground Floors And Pavings N Exc 15Cm Thick (Below Or Above Ground Level), Complete All As Specified And Directed. 107 M&L For 25Mm Thick Plain Cement Concrete, 1:2:4, Type B-0 (Using 12.5 Mm Graded Crushed Stone Aggregate) As In Sub Base Of Floor Finish Even And Rough To Receive Further Floor Finishes (Tile/Kota Stone/ Marble ), Complete All As Specified And Directed. 108 M&L For 100Mm Thick Plain Cement Concrete, 1:2:4, Type B-1 (Using 20Mm Graded Crushed Stone Aggregate) As In Flooring , Laid In Alternate Bays And Finishing The Surface Even And Smooth Without Using Extra Cement, Complete All As Specified And As Directed. 109 M&L For Non Skid Ceramic Coloured Tiles 7 To 8Mm Thick (Square / Rectangular) Area Of Each Tile Exceeding 0.11 Sqm But Not Exceeding 0.18 Sqm, In Floors Etc. Set And Jointed In Neat Cement Slurry And Pointed In Coloured Cement To Match Over And Including 15Mm Thick Screed Bed In Cm 1:4, Complete All As Specified And Directed. 110 M&L For Glazed Ceramic Tile 300X600X06-7Mm Thick (Coloured) On Vertical Surfaces Such As Wall, Dados Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match The Shade Of Tiles Over And Including 10Mm Thick Screed Bed In Cm 1:4, Complete All As Specified And Directed. 111 M&L For Light Shade Vitrified Ceramic Tiles 8 To 10 Mm Thick (Square/ Rectangular) Polished, Area Of Each Tiles Not Exceeding 0.36 Sqm, In Floors Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match Over And Including 15 Mm Thick Screed Bed In Cm 1:4, Complete All As Specified And Directed. 112 M&L For Light Shade Vitrified Ceramic Tiles 8 To 10 Mm Thick (Square/ Rectangular) Polished, Area Of Each Tiles Not Exceeding 0.36 Sqm, In Skirting Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match Over And Including 10 Mm Thick Backing Coat Cm 1:4, Complete All As Specified And Directed. 113 M&L For 75Mm Thick Plain Cement Concrete, 1:4:8, Type D-2 (Using 40 Mm Graded Crushed Stone Aggregate) As In Sub Base, Complete All As Specified And Directed. 114 M&L For 100Mm Thick Plain Cement Concrete, 1:4:8, Type D-2 (Using 40 Mm Graded Crushed Stone Aggregate) As In Sub Base, Complete All As Specified And Directed. 115 M&L For 10Mm Thick Vitrified Parking Tiles Heavy Duty, Exterior Grade, Textured Finished Of Size 300X300Mm Over And Including 15Mm Thick Screed Bed Or Bedding Layer In Cm 1:4, Complete All As Specified And Directed. 116 M&L For Chequered Cement Concrete Tiles Size 300 Mm X 300 Mm X 22-25Mm Thick With Grey Cement And Pigment , Rubber Moulded With Laquer Polish For Extra Shine, Isi Marked, Coloured, Set Jointed And Pointed In Neat Cement Slurry Over And Including 20Mm Thick Screed Bed In Cm 1:6, Complete All As Specified And Directed. 117 M&L For Strong Silicone Sealant Suitable For Roof Leak Hole, Metal Leak, Gap Filling Etc. Hole Size N Exc 5X5Mm Including Necessary Fitting And Scaffolding Height Upto 15M, Complete All As Specified And Directed. 118 S&F In Repairs Pvc Syphon Kit For One Piece, Complete All As Specified And Directed. 119 S&F In Repairs One Piece Closet Seat Cover Closed Pattern With Flat Bottom Cover And Mild Steel Chromium Plated Or Aluminized Hinging Device, Complete All As Specified And Directed. 120 S&F In Repairs 100Mm Dia Cp Grating Doom, Complete All As Specified And Directed. 121 Deduction To Be Made From Boq For Schedule A Part-Ii (Credit Schedule From Dismantling / Taking Down Items) Worth Rs 65,905.00 During Aoc.(Note :- Tenderers Shall Not Quote For This Schedule) Please Enable Macros To View Boq Information
Contract Date: Jun 29, 2026 Contract Value : ₹ 19.33 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 8
Jammu And Kashmir View Result →
47.
Educational and Research Institute #11273270 Technical Bid
Tender For Civil Work At Mgsss, Ratanpura Block Rajgarh- 1 Part A Civil Work 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sum On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 P.C.C. In Foundation Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Complete In Spcified Grade Excluding The Cost Of Centering And Shuttering All Work Upto Plinth Level 1:4:8(1 Cement:4 Coarse Sand :8 Gradeed Stone Aggregate 40 Mm Nominal Size). 4 Brick Masonry With F.P.S. Bricks Of Class Designation 75 In Foundation And Plinth With Bricks Cement Mortar 1 : 6 (1 Cement : 6 Coarse Sand) 5 Dpc:-Providing And Laying In Position Specified Grade Of Cement Concrete For All Rcc Structural Elements Upto Plinth Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers (If Required Excluding The Cost Of Centering, Shuttering And Reinforcement . M20 Grade Nominal Mix/Design Mix. 6 Supply & Stacking Good Soil Of Earth At Site Complete Including Loading Unloading & Transportation Etc. Good Soil Of Earth 7 Brick Work In Super Structure Upto Five Storey With Selected Bricks Of Class Designation 75 In Exposed Brick Work Including Making Horizontal And Vertical Grooves 10Mm. Wide 12Mm. Deep Complete In Cement Mortar 1:6. Cement Mortar 1 : 6 (1 Cement : 6 Coarse Sand) Add Extra Over Item Of Brick Work With Class Designation 100 In Substitution Of Class Designation 75 : 8 Pillar Masonary :-Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) Add Extra For Square Or Rectangular Pillars In Superstructre Brick Work Up To Five Storey Upto 45 Cm Length And All Sides Are Free 9 Stone Kharanja: Rr Dry Stone Kharanja Under Floor 10 Lintel Beams:-Providing And Laying In Position Specified Grade Of Cement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( As Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc. M20 Grade Nominal Mix / Design Mix 11 Slab & Beam:-Providing And Laying In Position Specified Grade Of Cement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( As Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc. M20 Grade Nominal Mix / Design Mix 12 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For :Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands, Coping Bed Plates, Anchor Blocks, Sills, Chhajjas, Lintel, Beam, Plinth Beam Etc. 13 Steel Reinforcement:-P/F Reinforcement For Rcc Work Including Straightening,Cutting, Bending, Placing In Position And Binding (Including Cost Of Binding Wire) All Complete Upto Floor Five Leve Tmt Bars (Conforming Of Relevent Is Code). 14 Door Frames:- Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M), Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. Angle Iron (40X40X5Mm. @ 3 Kg/M) 15 Doors:-Providing And Fixing M.S. Sheet 1 Mm Thick Double Leaf Door Shutter In Angle Iron Frame 35X35X5Mm Suitabilly Diagonally Braced With 25X3Mm Flat Iron Above And Below Lock Rail Of Size 50X5Mm Beading Extra Including All Fittings, As Per Direction Of Engg. Incharge But Excluding Cost Of Chowkhats: Including Two Coats Of Anit-Corrosive Red Oxide Primer Paint. Add Extra For Double Leaf Shutters 16 Glazed Window:Providing And Fixing Steel Glazed Doors Windows And Ventilator Shutters Of Standard Rolled Steel Section Joints Mitred And Welded With Steel Lugs 13X3Mm, 10Cm. Long Embedded In Cement Concrete Block 15X10X10Cm. Of 1:3:6 (1Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws With Fixing Clips Or With Bolts And Nuts As Required Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Cooper Glazing Clips And Special Metal Sash Putty Of Approved Make Or Metal Beading With Screws Complete Including Priming Coat Of Approval Steel Primer, Excluding The Cost Of Metal Beading And Other Fitting Except Necessary Hinges Of Pivots Steel Handles Peg Stay Etc. As Required :Partly Fixed And Partly Openable [ Fixed Area Not To Exceed 33%] 17 Wire Gauge Supplying & Fixing Fixed Wire Gauge Of 14 Mesh X 24 Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3Mm With Suitable Screw At Not Exceeding 150 Mm Distance. 18 Guard Bars: P&F Square Bars Or Other Flat Welded To Window/Ventilators Etc. 19 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) For Area Of Each Slab From 2001 To 5000 Sq.Cm 20 Kota Stone Slabs 25 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete For Area Of Each Slab From 2001 To 5000 Sqcm 21 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finish : 12Mm Thick. 22 External Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished : 20 Mm Thick 23 Plaster(Ceiling): 6 Mm Thick Cement Plaster To Ceiling Of Mix 1:3 (1 Cement: 3 Fine Sand) 24 Black Board : Plaster On New Surface On Wall In Cement Sand Mortar 1:3 Including Raking Of Joints Etc. Complete Fine Finish: 12 Mm Thick 25 Grading Roof For Water Proofing Treatment With Water Proffing Compound: Cement Concrete 1: 2: 4 (1 Cement: 2 Course Sand: 4 Greded Stone Aggregate 20 Mm Nominal Size) 26 Gola:- Providing Gola 75Mm X 75Mm In Cement Concrete 1:2:4(1 Cement: 2 Coarse Sand: 4 Stone Aggregate 10 Mm And Down Gauge) Including Finished With Cement Mortar 1:3(1 Cement: 2 Fine Sand) As Per Standard Design. 27 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade Including All Scaffolding: New Work (Two Or More Coats) Over And Including Scrapping And Priming Coat With Cement Primer. 28 Inernal Finishing: Distempering With Dry Distemper Of Approved Brand Shade ( Two Or More Coats ) Of Required Shade New Work , Over And Including Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 29 Exterior Finishing: Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade Including All Scaffolding. New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Base Coat Of Water Proofing Cement Paint Applied @ 2.20 Kg/ 10 Sqm ). 30 Painting On Doors, Windows & Ramp Raling :- Painting With Syntheitic Enamel Paint Of Approved Brand And Manufacture In All Shade To Give An Even Shade New Steel Work (2 Or More Coat On New Work). 31 Copping: Cement Concrete Flooring 1:2:4 (1 Cement: 2 Course Sand: 4 Greded Stone Aggregate) Finishing With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc. Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete : 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 32 For Rain Water-P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii/ (4 Kg. /Cm2.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant. 110 Mm Dia 33 For Rain Water-P&F Rigid Pvc Pipe Fittings (Is: 4985 Mark) Of Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant: Bend 87.5 110Mm Dia 34 Pipe Clip 110 Mm Dia 35 Providing And Fixing 1St Quality Mat Finished Ceremic Tile Size 300X300Mm Confirming To Code Is : 15622 Colour Such As White, Grey, Ivory, Fume Red Brown, Light Green, Light Blue And Other Light Shades In Floors, Steps, Pillars Etc. Laid On A Bed Of Neat Cement Slurry Finished With Flush Pointing In The White Cement Mixed With Pigment To Match The Shade Of The Tile Complete (Including The Cost Of Cement Mortar Bed 1:4). 36 Part B Electrical Work 37 Wiring Of Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade (Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Virgin Material Pvc Conduit & ItS Isi Marked (Is:3419-1988) Accessories, Round Tiles, 1.2 Mm Thick Hot Dipped Galvanized Modular Box With Earth Terminal, 10A Modular Switch,Modular Face Plate With Grid Plate, 3 Pin Ceiling Rose / Holder /3 Way Connector, Screws, Making Connections, Testing Etc. As Required. For Specification Of Copper Conductor, Phenolic Laminated SheetS & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07 For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 38 Short Point (Up To 3 Mtr.) 39 Medium Point (Up To 6 Mtr) 40 Long Point (Up To 10 Mtr) 41 Fan Point 42 Short Point (Up To 3 Mtr.) 43 Medium Point (Up To 6 Mtr) 44 Long Point (Up To 10 Mtr) 45 Wiring Of 3/5 Pin 6 Amp. Light Plug Point With 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade(Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Pvc Conduit & ItS Isi Marked (Is:3419-1988)Accessories, Hot Dipped Galvanized Modular Box Of 1.2 Mm Thick With Earth Terminal, 10 A Modular Switch, 3/5 Pin 6 A Modular Socket, Modular Face Plate With Grid Plate, Screws, Making Connections, Testing Etc. As Required. For Specification Of Copper Conductor, Phenolic Laminated SheetS & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07 For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsron Board 46 S&F Following Sizes (Dia.) Of Isi Marked ( Is:9537 P - Ii ) Rigid Steel Conduit With Wall Thickness According To Is Specified Along With Isi Marked (Is:14768 P-Ii 2003) Accessories In Recessed Using Saddles, Clamps, Fasteners, Pvc Bushes, Check Nuts, As Required Including Cutting Jhiris In The Wall And Making Good The Same As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 25 Mm 47 Supplying And Drawing Fr Pvc Insulated & Unsheathed Flexible Copper Conductor As Per Pwd Specification For Electrical Works With Isi Marked (Is:694) And As Per Is 8130 : 2013 Of 1.1 Kv Grade . Wire Should Be Made From 99.90 % Purity Copper, Class 5 Stranding In Acc. To Is:8130/Iec 60228 For Lower Watt Loss , Oxygen Free For Less Chances Of Oxidization, Insulation Pvc Type A/C/D , Flame Retardant As Per Is 10810-53, Better Amperage Rating As Per Is:3961 Part 5, In Existing Surface Or Recessed Pvc/ Ms Conduit/Casing Capping Making Connections With Copper Lugs Of Suitable Size, Ferrules,Testing Etc. As Required. Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Wires. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 48 1 X 1.5 Sq. Mm 49 2 X 1.5 Sq. Mm 50 2 X 2.5 Sq. Mm 51 Providing & Fixing Of 240/415 V Ac Mcb With Positive Isolation Of 10 Ka Breaking Capacity (B/ C/D Tripping Characteristic As Per Type Of Load And Site Requirement) 4 Kv Impulse Withstand Voltage, Isi Marked Is 8828(1996) / Conforming To Iec 60898-1 2002, Iec 60947-2, Low Watt Losses, Trip Free Mechanisum , Energy Limiting Of Class 3 As Per Iec, Minimum Phase Termination Capacity Of 35Sq.Mm. , Conductor Line Load Reversibility , Ip 20 Contact Protection And Fitted In Existing Distribution Board/Sheets, Minimum Electrical Operation 20,000 Upto 20 A Rating And 10,000 Upto 63 A, 5000 For 80 A & Above Rating Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 6 A To 32 A Rating 52 Providing & Fixing Of Recessed/Surface Mounting Heavy Duty Horizontal Type Double Door ( Metal / Glazed )Distribution Board With Metal End Box Made Out From Galvanized Steel / Crca Sheet Not Less Then 1.2 Mm Thick Conforming To Is-8623-1 & 3 / Iec 61439- 1 & 3, Powder Painted Complete With Reversible Door (For Double Door Db Only )100 Amp. Insulated Copper Bus Bar/Shorting Link , Copper Neutral Link, Copper Earth Link , Color Coded Interconnecting Wire Set Of Suitable Rating And Din Bar,Masking Sheet, Making Internal Db Terminations With Copper Lugs, Ferrules, Detachable Gland Plate, Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr Metal Door (Single Phase) Ik-09 And Ip-43 With Metal End Box 8 Way (8+2) 53 Providing & Fixing Of Ip-20 Led Recessed / Surface Mounted, Round / Sqaure Smd Mid Power Led Downlight With Power Coated Die-Cast Aluminum Housing With Uv Stabilized Non Yellowish Diffuser With Bis Complience 2.5 Kv Surge Protected Isolated Driver, With Short & Open Circuit Protection, Having Efficiency > 85% . System Lumen Efficacy Of ≥ 110 Lm / Watt, Thd 80, Life Time Of Minimum 50000 Burning Hours With , 70% Of Intial Lumen Maintaned Till Life Ends , Cct 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As Per Ansi Bin) , Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Bis Standard And Trade Mark Certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing. Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79 & Lm80) Certificate / Report From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . Minimum Lumen Output 1300 Lm 54 Providing & Laying P.V.C. / Xlpe Insulated & P.V.C. Sheathed Un-Armoured Copper Cable Confirming To Is:1554 P-I / Is :7098 P - I Of 1.1 Kv With Electrolytic Grade Copper Made Of Copper Rods Confirming To Is 613-1964, Of Purity >99.7 %, Inner / Outer Sheath Confirming To Is:5831 In Existing Rcc / Hume / Stoneware / Pvc Pipe/ Open Duct/Cable Trench / Cable Tray (With Cable Tie) Including Testing Etc. As Required Of Following Size. Oem Must Have ItS Own In House Nabl Accrediated Laboratory For Testing Procedure As Per Is:10810 For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 6.0 Sq. Mm 4 Core 55 Providing & Fixing Of Bee Star Rated Copper Wounded Double Ball Bearing Capacitor Start, Aluminium Body & Metallic Blade Ceiling Fan Conforming To All The Performance Requirements Laid Down In Is 374:2019 Including All Amendments, As Applicable ; & Carry Bis Licensing (I.E. Isi Marking) With Down Rod Up To 80 Cm With Secondary Support Safety Cable ( Steel Rope) , Cotter Pin With 3 X 1.5 Sq.Mm Pvc Insulated Flexible Copper Conductor Making Connection Testing Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 1200 Mm Sweep Bee 3 Star Rated (Service Value >=5.0 To 56 Providing & Fixing Of Isi Marked (Is:371) 6 Amp Surface Type 3 Pin Ceiling Rose With Cm/L No. Printed And Made Out From Industrial Grade Polycarbonate Or Fire Resistant Abs Material, Brass Terminal & Captive Screws Including Making Connection Testing Etc. As Required.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 57 Providing & Fixing Of Isi Marked (Is:1258) Batten/Angle Lamp Holder With Cm/L No. Printed And Made Out From Industrial Grade Polycarbonate Or Fire Resistant Abs Material, Brass Terminal & Captive Screwsincluding Making Connection Testing Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 58 P & F 1.2Mm Thick M.S. Recessed Fan Box, Hexagonal/ Round Of Size 130 Mm Dia, Depth 75Mm, 12 Mm Dia Rod Fan Hook With 100 Mm Length Extended On Each Side . All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 59 P & F 1.2 Mm Thick G. I. / M .S. Sheet Boxes Duly Finished With Two Coats Of Red Oxide And With Earthing Terminal Of Following Sizes (Nominal Size) In Recessed/Surface As Required.For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 175Mm X 100Mm X 60Mm 60 P & F Paper Phenolic Resin Bonded Laminates Confirming To Is : 2036 - 1995 For Boxes/ Frames Including Making Holes For Switches Etc, With Brass Screws, Washers/ Zinc Plated Nut And Bolts As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 3.0 Mm Thick
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Rajasthan View Result →
48.
Educational and Research Institute #11269590 Technical Bid
Tender For Civil Work At Gsss, Khariya Kaniram Block Sujangarh- 1 Part A Civil Work 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sum On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 P.C.C. In Foundation Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Complete In Spcified Grade Excluding The Cost Of Centering And Shuttering All Work Upto Plinth Level 1:4:8(1 Cement:4 Coarse Sand :8 Gradeed Stone Aggregate 40 Mm Nominal Size). 4 Random Rubble Stone Masonry For With Hard Stone In Foundation And Plinth In Cement Sand Mortar Above 30 Cm Thick Wall In:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 5 Dpc:-Providing And Laying In Position Specified Grade Of Cement Concrete For All Rcc Structural Elements Upto Plinth Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers (If Required Excluding The Cost Of Centering, Shuttering And Reinforcement . M20 Grade Nominal Mix/Design Mix. 6 Supply & Stacking Good Soil Of Earth At Site Complete Including Loading Unloading & Transportation Etc. Good Soil Of Earth 7 Brick Work In Super Structure Upto Five Storey With Selected Bricks Of Class Designation 75 In Exposed Brick Work Including Making Horizontal And Vertical Grooves 10Mm. Wide 12Mm. Deep Complete In Cement Mortar 1:6. Cement Mortar 1 : 6 (1 Cement : 6 Coarse Sand) Add Extra Over Item Of Brick Work With Class Designation 100 In Substitution Of Class Designation 75 : 8 Pillar Masonary :-Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) Add Extra For Square Or Rectangular Pillars In Superstructre Brick Work Up To Five Storey Upto 45 Cm Length And All Sides Are Free 9 Stone Kharanja: Rr Dry Stone Kharanja Under Floor 10 Lintel Beams:-Providing And Laying In Position Specified Grade Of Cement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( As Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc. M20 Grade Nominal Mix / Design Mix 11 Slab & Beam:-Providing And Laying In Position Specified Grade Of Cement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( As Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc. M20 Grade Nominal Mix / Design Mix 12 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For :Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands, Coping Bed Plates, Anchor Blocks, Sills, Chhajjas, Lintel, Beam, Plinth Beam Etc. 13 Steel Reinforcement:-P/F Reinforcement For Rcc Work Including Straightening,Cutting, Bending, Placing In Position And Binding (Including Cost Of Binding Wire) All Complete Upto Floor Five Leve Tmt Bars (Conforming Of Relevent Is Code). 14 Door Frames:- Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M), Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. Angle Iron (40X40X5Mm. @ 3 Kg/M) 15 Doors:-Providing And Fixing M.S. Sheet 1 Mm Thick Double Leaf Door Shutter In Angle Iron Frame 35X35X5Mm Suitabilly Diagonally Braced With 25X3Mm Flat Iron Above And Below Lock Rail Of Size 50X5Mm Beading Extra Including All Fittings, As Per Direction Of Engg. Incharge But Excluding Cost Of Chowkhats: Including Two Coats Of Anit-Corrosive Red Oxide Primer Paint. Add Extra For Double Leaf Shutters 16 Glazed Window:Providing And Fixing Steel Glazed Doors Windows And Ventilator Shutters Of Standard Rolled Steel Section Joints Mitred And Welded With Steel Lugs 13X3Mm, 10Cm. Long Embedded In Cement Concrete Block 15X10X10Cm. Of 1:3:6 (1Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws With Fixing Clips Or With Bolts And Nuts As Required Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Cooper Glazing Clips And Special Metal Sash Putty Of Approved Make Or Metal Beading With Screws Complete Including Priming Coat Of Approval Steel Primer, Excluding The Cost Of Metal Beading And Other Fitting Except Necessary Hinges Of Pivots Steel Handles Peg Stay Etc. As Required :Partly Fixed And Partly Openable [ Fixed Area Not To Exceed 33%] 17 Wire Gauge Supplying & Fixing Fixed Wire Gauge Of 14 Mesh X 24 Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3Mm With Suitable Screw At Not Exceeding 150 Mm Distance. 18 Guard Bars: P&F Square Bars Or Other Flat Welded To Window/Ventilators Etc. 19 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40Mm Thick With 20Mm Thick Nominal Size Aggregate. 20 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40Mm Thick With 20Mm Thick Nominal Size Aggregate. 21 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finish : 12Mm Thick. 22 External Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished : 20 Mm Thick 23 Plaster(Ceiling): 6 Mm Thick Cement Plaster To Ceiling Of Mix 1:3 (1 Cement: 3 Fine Sand) 24 Black Board : Plaster On New Surface On Wall In Cement Sand Mortar 1:3 Including Raking Of Joints Etc. Complete Fine Finish: 12 Mm Thick 25 Grading Roof For Water Proofing Treatment With Water Proffing Compound: Cement Concrete 1: 2: 4 (1 Cement: 2 Course Sand: 4 Greded Stone Aggregate 20 Mm Nominal Size) 26 Gola:- Providing Gola 75Mm X 75Mm In Cement Concrete 1:2:4(1 Cement: 2 Coarse Sand: 4 Stone Aggregate 10 Mm And Down Gauge) Including Finished With Cement Mortar 1:3(1 Cement: 2 Fine Sand) As Per Standard Design. 27 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade Including All Scaffolding: New Work (Two Or More Coats) Over And Including Scrapping And Priming Coat With Cement Primer. 28 Painting On Doors, Windows & Ramp Raling :- Painting With Syntheitic Enamel Paint Of Approved Brand And Manufacture In All Shade To Give An Even Shade New Steel Work (2 Or More Coat On New Work). 29 Copping: Cement Concrete Flooring 1:2:4 (1 Cement: 2 Course Sand: 4 Greded Stone Aggregate) Finishing With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc. Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete : 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 30 For Rain Water-P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii/ (4 Kg. /Cm2.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant. 110 Mm Dia 31 For Rain Water-P&F Rigid Pvc Pipe Fittings (Is: 4985 Mark) Of Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant: Bend 87.5 110Mm Dia
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Rajasthan View Result →
49.
Educational and Research Institute #11269588 Technical Bid
Tender For Civil Work At Mgsss, Sahawa Block Taranagar- 1 Part A Civil Work 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sum On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 P.C.C. In Foundation Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Complete In Spcified Grade Excluding The Cost Of Centering And Shuttering All Work Upto Plinth Level 1:4:8(1 Cement:4 Coarse Sand :8 Gradeed Stone Aggregate 40 Mm Nominal Size). 4 Brick Masonry With F.P.S. Bricks Of Class Designation 75 In Foundation And Plinth With Bricks Cement Mortar 1 : 6 (1 Cement : 6 Coarse Sand) 5 Centering And Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways And Removal Of Formwork For Foundation, Footings, Strap Beam, Raft, Bases Of Columns Etc. 6 Providing And Laying In Position Specified Grade Of Cement Concrete For All Rcc Structural Elements Upto Plinth Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement M20 Grade Nominal Mix / Design Mix 7 Brick Work With Clay Flyash F.P.S. Brick (Is 13757- 1993 ) Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor Five Level In : Cement Mortar 1 : 6 (1 Cement : 6 Coarse Sand) 8 Half Brick Work With Mechanised Autoclaved Flyash Lime Bricks Conforming To Is: 12894 :2002 Of Class Designation 100 In Superstructure Above Plinth Level Upto Floor V Level In. C.M.1:4 9 Supplying And Fixing Stone Lintels/Bed Plates Of Approvedquarry Rough Dressed In Cement Mortar 1:4 Upto 15 Cm. Thick: 10 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For :Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands, Coping Bed Plates, Anchor Blocks, Sills, Chhajjas, Lintel, Beam, Plinth Beam Etc 11 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding (Including Cost Of Binding Wire) All Complete Up To Floor Five Level. 12 Providing And Laying In Position Specified Grade Of Cement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc.M20 Grade Nominal Mix / Design Mix 13 Stone Kharanja: Random Rubble Dry Stone Kharanja Under Floor 14 Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc. Complete In Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. M10 Grade Nominal Mix1: 3: 6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). 15 Providing & Fixing Ist Quality Standard White, Gray, Ivory,Fume Red Brown, Light Green, Light Blue And Other Light Shades Glazed Tiles Confirming To Is : 13753 And Is: 15622 Of Size 300Mm X 200Mm In Walls, Floors, Steps, Pillars Etc. Laid On A Bed Of Neat Cement Slurry Finished With Flush Pointing In The White Cement Mixed With Pigment To Match The Shade Of Tile Complete (Excluding The Cost Of Cement Plaster On Walls And Piller) 16 Providing And Fixing 1St Quality Mat Finished Ceremic Tile Size 300X300Mm Confirming To Is : 13755 And Is : 15622 Colour Such As White, Grey, Ivory, Fume Red Brown, Light Green, Light Blue And Other Light Shades In Floors, Steps, Pillars Etc. Laid On A Bed Of Neat Cement Slurry Finished With Flush Pointing In The White Cement Mixed With Pigment To Match The Shade Of The Tile Complete (Including The Cost Of Cement Mortar Bed 1:4). 17 Door Frames : P & F T- Iron Frames For Doors , Windows And Ventilators Of Mild Steel , Tee Section Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Blocks 15X10X10 Cm Of 1:3:6 (1 Cement:3 Fine Sand6 Graded Stone Aggregate 20 Mm Nominal Size:) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinged And Screws And Applying A Priming Coat Of Approved Steel Primer 18 Providing And Fixing M.S. Sheet 1Mm Thick Single Leaf Door Shutter Windows In Angle Iron Frame 35X35X5 Mm Suitabilly Diagonally Braced With 25X3Mm Flat Iron Above And Below Lock Rail Of Size 50X5Mm Beading Extra Including All Fittings, As Per Direction Of Engg. Incharge But Excluding Cost Of Chowkhats: Including Two Coats Of Anit-Corrosive Red Oxide Primer Paint 19 6 Mm Thick Cement Plaster To Ceiling Of Mix 1:3 (1Cement : 3 - Fine Sand) 20 Internal Plaster :Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished : 12Mm Thick 21 External Plaster : Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished 20 Mm Thick 22 Grading Roof For Water Proofing Treatment Cement Concrete 1: 2: 4 (1 Cement: 2 Course Sand: 4 Greded Stone Aggregate 20 Mm Nominal Size) 23 Providing And Fixing Steel Glazed Doors Windows Andventilator Shutters Of Standard Rolled Steel Section (Is 1038-1983) Joints Mitred And Welded With Steel Lugs 13X3Mm, 10Cm.Long Embedded In Cement Concrete Block 15X10X10Cm. Of1:3:6 (1Cement : 3 Coarse Sand : 6 Graded Stone Aggregate20Mm Nominal Size) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws With Fixing Clips Or With Bolts And Nuts Asrequired Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Cooper Glazing Clips And Special Metal Sashputty Of Approved Make Or Metal Beading With Screwscomplete Including Priming Coat Of Approval Steel Primer,Excluding The Cost Of Metal Beading And Other Fitting Exceptnecessary Hinges Of Pivots Steel Handles Peg Stay Etc. Asrequired Partly Fixed And Partly Openable [ Fixed Area Not To Exceed33%] 24 Supplying And Fixing Fixed Wire Gauge Of 14 Mesh X 24 Gaugeto The Metal Frame Of Rolled Section By Metal Beading 20X3Mmwith Suitable Screw At Not Exceeding 150Mm Distance 25 Providing And Fixing Square Bars Or Other Flat Welded To Window, Ventilatiors Etc.12Mm Dia 26 Providing And Applying White Cement Based Putty Over Plastered Surface To Prepare The Surface Even And Smooth Complete 27 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade Including All Scaffolding:New Work (Two Or More Coats) Over And Including Scrapping And Priming Coat With Cement Primer 28 Finishing Walls With Acrylic Smooth Exterior Paint Of Requiredshade Including All Scaffolding.New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Overand Including Base Coat Of Water Proofing Cement Paint Applied@ 2.20 Kg/ 10 Sqm ). 29 Panting On Doors & Windows :- Painting With Syntheitic Enamel Paint Of Approved Brand And Manufacture In All Shade To Give An Even Shade New Steel Work (2 Or More Coat On New Work). 30 Copping: Cement Concrete Flooring 1:2:4 (1 Cement: 2 Course Sand: 4 Greded Stone Aggregate) Finishing With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc. Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete : 40Mm Thick With 20Mm Thick Nominal Size Aggregate. 31 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Cleaning Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Light Shade Using Shade Cement.P 32 Part B Sanetary Work 33 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. (Concealed Work Including Cutting Chases And Making Good The Walls Etc.,)20Mm Nominal Outer Dia Pipes 34 25 Mm Nominal Outer Dia Pipes 35 P & F Indian Type White Glazed Vitreous China 1St Quality W.C. Orissa Pan (Is :2556 Mark) With 100 Mm Vitreous China P Or S Trap Including Cutting And Making Good The Wall And Floor: Size 530*410Mm 36 Providing & Fixing Premium Qulaity Wvc Urinal With Pvc Waste Pipe, Dome Couplings, Concealed Iron Brackets Or Screws Etc. Complete Mini Stall Size 455*385*350 Mm. 37 P & F W.V.C. (Is: 2556 Mark) Squatting Urinal Of Standard Make Complete. Including Cutting & Making Good The Floor:. Size 450X350Mm 38 P & F Wvc Wash Basin (1St Quality, I.S. : 2556 Mark) Of Approved Make With C.I. Brackets Duly Painted, 1 No. 15 Mm C.P. Pillar Cock (Is : 8934 Mark) & 32 Mm C.P. Brass Waste Coupling Of Approved Make,25 Mm G.I. Waste Pipe Complete Including Cutting & Making Good The Wall.: 450 X 300 Mm 39 P & F Bib Cock (Is : 8931 Mark) Superior Quality Of Approved Make.C.P. Brass 400 Gm, 15 Mm Nominal Bore. 40 P & F Inlet Connection (Angle Valves) Superior Quality Of Approved Make C.P. Intel Connection 15 Mm Brass (Is : 8931) 41 P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii/ (4 Kg. /Cm2.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant. 110 Mm Dia 42 P & F Low Level Flushing Cistern Of 10 Litres Capacity (Is : 2556Mark). Of Approved Make With Complete Fittings C.I. Brackets Duly Painted, Brass Ball Cock With Ball, (Is: 1703 Mark) Complete Including Cutting And Making Good The Wall:Pvc With Pvc Bend And Superior Internal Fittings As Per Is :7231 43 P&F Rigid Pvc Pipe Fittings (Is: 4985 Mark) Of Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant: Bend 87.5 110Mm Dia 44 P&F Rigid Pvc Pipe Fittings (Is: 4985 Mark) Of Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant Plain Floor Trap 110 Mm Dia 45 P&F Rigid Pvc Pipe Fittings (Is: 4985 Mark) Of Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant P-Trap 110 Mm Dia 46 P&F Rigid Pvc Pipe Fittings (Is: 4985 Mark) Of Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant Vent Cowel 110 Mm Dia 47 S/F Rcc Main Hole Covers With Frame Of Approved Make (Light Duty) Size 450X450 Mm 48 P/F Grating Of Approved Quality Stainiese Steet Sheet Size 125 Mm Dia 49 Construction Of Soakage Well In All Types Of Soil Of Approved Drawing , Top 90 Cm Portion In 450 Mm Thick With Cement Mortar 1:6 80 Mm Stone Slab Covering Jointing Of Slab In Cm 1 : 3, Ralthal, Kharanja, 40 Mm Thick M-15 Grade C.C. Flooring Earthwork Etc. Complete As Per Approved Drawing Including Disposal Of Surplus Earth Within A Lead Of 50 Mtr.Inner Dia 90 Cm & 10 To 12 M Deep 50 Construction Of Chamber In All Types Of Soil With 300 Mm Thick Masnory In Cm. 1 : 6, 100 Mm Thick C.C. 1 : 5 : 10 In Foundation , 20 Mm Thick Inside Plaster In Cm 1 : 6, Finished With Floating Neat Cement 50 Mm Thick M-15 Grade C.C. Flooring Earthwork Etc. Complete As Per Design Including Disposal Of Surplus Earth Within A Lead Of 50 Mtr.Inside Size 450 X 450 Mm Depth Upto 0.5 M & 5 Kg Ci Cover With Frame. 51 P & F Ball Cock (Is : 1703 Mark) With Rod & P.V.C. Ball Complete.Brass Wt. 300 Gm, 15 Mm 52 P & F 15 Mm Dia Connection Pipe Of Approved Quality Make Pvc Pipes With Nuts 450 Mm. 53 P & F Stop Cock (Is:8931 Mark),Superior Quality And Of Approved Mark: Brass 400 Gm. 15 Mm Nominal Bore 54 P & F Pvc Storage Tank Isi Marked ( Is : 12701) Indicating The Bis License No. Of Approved Make With Cover , 25Mm Dia 1 M Long G.I. Overflow Pipe & 25 Cm Long Wash Out Pipe With Plug & Socket Including Making Connection Etc. Complete Of Approved Design 500 Litres Capacity 55 Construction Of Septic Tank In All Types Of Soil With 40 Cm .Thick Masonry In Cm 1:6, 15 Cm Thick C.C Bed Of 1:5:10, M- 15 Grade C.C Floor & Rcc Slab Covering With M15 Grade C.C. Floor, 50 Mm Thick Stone Slab Partition Walls, 20 Mm Thickplaster In Cm 1:6 Finished With Neat Floating Cement, 4 Nos Foot Rests Of Approved Design ,Two No. 450 Mm Dia Eachferro Cement Cover With Frame, Earth Work Etc. Complete As Per Approved Drawing Including Disposal Of Surplus Earthwithin A Lead Of 50 Mtr:-Size 200X100X130 Cm.(For 10 Users) With 115 Mm Thick Rcc(M-20) Slab With Tor Steel Reinforcement 8Mm Φ @15 Cm C/Cbothways Including Shuttering Complete In All Respe 56 Part C Electrical Work 57 Wiring Of Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point As Per Pwd Specification For Electrical Works With Isi Marked 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade (Is:694) And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade (Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Vergin Material Pvc Conduit & ItS All Accessories( J.B. , Bends Etc.) , Round Tiles,18 Swg Hot Dipped Galvanized Modular Box With Earth Terminal, 6 A Modular Switch, Modular Face Plate With Grid Plate, 3 Pin Ceiling Rose / Lamp Holder/ 3 Pin Connector , Screws Etc, Making Connections,All As Per Pre Approved By Engineer In Charge, Testing Etc. Complete As Required. For Specification Of Copper Conductor, Phenolic Laminated SheetS & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07 . For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 58 Short Point (Up To 3 Mtr.) 59 Medium Point (Up To 6 Mtr) 60 Long Point (Up To 10 Mtr) 61 Wiring Of 3/5 Pin 6 Amp. Light Plug Point As Per Pwd Specification For Electrical Works With Isi Marked 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade (Is:694) And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade (Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Vergin Material Pvc Conduit & ItS All Accessories( J.B. , Bends Etc.) , Round Tiles,18 Swg G.I. Box With Earth Terminal Of Required Size, 6 A Switch, 3/5 Pin 6 A Socket, 3.0 Mm Thick Isi Marked Phenolic Laminated Sheet (Is : 2036 - 1995), Al. Alloy/ Cadmium Plated Iron Screws 20 Mm Cup Washers Etc. All As Per Pre Approved By Engineer In Charge, Making Connections, Testing Etc. Complete As Required. For Specification Of Copper Conductor, Phenolic Laminated SheetS & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 62 On Board 63 S&F Following Sizes (Dia.) Of Isi Marked Mms ( Is:9537 P - Iii ) Vergin Material Pvc Conduit As Per Pwd Specification For Electrical Works Along With Its Accessories (Is: 3419 ) As Required In Recess Including Cutting The Wall, Covering Conduit And Making Good The Same As Required. All Relative And Latest Acceptance Tests Reports By Any Nabl Accredited Lab For The Conduit Shall Be Submitted Before Execution & All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 64 25 Mm Dia 65 Supplying And Drawing Fr Pvc Insulated & Unsheathed Flexible Copper Conductor As Per Pwd Specification For Electrical Works With Isi Marked (Is:694) And As Per Is 8130 : 2013 Of 1.1 Kv Grade . Wire Should Be Made From 99.99% Purity Copper, Class 5 Stranding In Acc. To Iec 60228 For Lower Watt Loss , Oxygen Free ( 66 2 X 1.5 Sq. Mm 67 2 X 2.5 Sq. Mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Rajasthan View Result →
50.
Power #11269168 Price Bid
Tender for Carriage Of Following Material Of Estimate, From Electricity Store Center, Hapur To Site Of Work With Loading, Unloading Multiple Handling, Staking,Labour,T&P And Transpotation At Both Ends On Kachha/Packka Road, As Per Direction Of Site Incharge From Je Store/Store Center Hapur/Ghaziabad/Bulandshar (0-50 Km) Complete In All Respects. , Cable Ht Xlpe 3X185 Sqmm 11 Kv With Double Circuit , Cable Box 3X185 O/D Sqmm 11 Kv , 11 Kv Vcb For Outgiong Ctr 200/100/5A 350 Mva (1250 Mva) Steelmake , 11 Kv Fuse Set , Plain Cement Concrete Pole 8.5 Mtr Long. , 11 Kv Pin Insulator Polymer , 11 Kv Disc Insulator Polymer , M.S. Channel 100X50x50 Mm , Earthing Complete , 11 Kv Xipe Cable 3X300 Sqmm With Double Circuit , 11 Kv O/D Xipe 3X300 Sqmm C/J Kit , 11 Kv Through 3X185 Sqmm Xlpe C/J Kit , 33 Kv Circuit Breaker 800A, 750 Mva , Acsr Dog. Conductor , Cable Ht Xipe 3X300 Sqmm 33 Kv , Cable Box 3X300 O/D Sqmm 33 Kv , H/S 33 Kv 3X300 Sqmm J/Kit St. Th , Cable H.T.Xlpe 11 Kv 3X300 Sq.Mm. , 11 Kv Vcb Incoming , 33 Kv Pt Outdoor (2Set) (2X3=6) , Battery Set 24 Volt , Battery Charger 24 Volt , 33 Kv Ct 400/200/1 annual periodical maintenance , 33 Kv Ct 200/100/1 annual periodical maintenance , 33 Kv Control Pannel Double T/F , 33 Kv Fuse Set , Eraction And Fixing And Making Connection Of Following Material (As Per Respo Norms) At Diffrent 33/11 Kv Substation Were Include Making Alignment, All Required Nut Bolt, Clamps, Lug, Connector, Wire And Strip Etc All Labour,T&P, Safe & Porper Oprations Provided By Contractor In All Respects. , Cable Ht Xlpe 3X185 Sqmm 11 Kv With Double Circuit , Cable Box 3X185 O/D Sqmm 11 Kv , 11 Kv Vcb For Outgiong Ctr 200/100/5A 350 Mva (1250 Mva) Steelmake , 11 Kv Fuse Set , Plain Cement Concrete Pole 8.5 Mtr Long. , 11 Kv Pin Insulator Polymer , 11 Kv Disc Insulator Polymer , M.S. Channel 100X50x50 Mm , Earthing Complete , 11 Kv Xipe Cable 3X300 Sqmm With Double Circuit , 33 Kv Circuit Breaker 800A, 750 Mva , Acsr Dog. Conductor , Cable Ht Xipe 3X300 Sqmm 33 Kv , Cable H.T.Xlpe 11 Kv 3X300 Sq.Mm. , 11 Kv Vcb Incoming , 33 Kv Pt Outdoor (2Set) (2X3=6) , Battery Set 24 Volt , Battery Charger 24 Volt , 33 Kv Ct 400/200/1 annual periodical maintenance , 33 Kv Ct 200/100/1 annual periodical maintenance , 33 Kv Control Pannel Double T/F , 33 Kv Fuse Set , Providing, Supplying, Laying And Installation Of Hdpe Pipe Of Pe-80 Grade, Pn-6, 200 Mm Diameter By Horizontal Directional Drilling (Hdd) / Trenchless Method For Accommodating 11 Kv, 3×185 Sq.Mm Xlpe Insulated, Armoured Cable, Including Execution Of Road Crossing Or Similar Crossings Wherever Required, Complete With Pilot Drilling, Reaming And Pullback Operations, Proper Jointing Of Hdpe Pipe (Butt Fusion/Electrofusion), All Labour, Tools & Plants, Machinery, Drilling Fluid, Safety Arrangements, Formation Of Entry And Exit Pits And Site Restoration; The Contractor Shall Be Fully Responsible For Obtaining Necessary Permissions, Protection Of Existing Utilities And Resolution Of All Right Of Way (Row/Raw) Issues During Execution. , Laying Of 11 Kv Xlpe Cable Of Size 3X185/3X300 Sq.Mm Undergound Into Hdpe Pipe, Spare Cable Shall Be Left In The Loop Shape At Both Ends As Per Respo/Norms, As Per Direction Of Site Incharge. , 11 Kv Ht Xlpe Cable 3X185 Sq.Mm With Double Circuit , 11 Kv Ht Xlpe Cable 3X300 Sq.Mm With Double Circuit , Providing The Material And Execution Gi Pipe Earthing With 40 Mm Dia B Class Gi Pipe 80 Feet Boar To Water Level For Proper Earthing ( Earthing Resistance Less Than Or Equal To 1 Omh ) At 33/11 Kv Substation With The Help Of 50Mm X 6Mm Gi Strip Duly Welding To Dt Transformer Other Equipment. With Earthing Mess Lug, Nut And Bolt. All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing, Supplying And Fixing Of Copper Bus Bar Of Size 80 Mm × 10 Mm Suitable For 11 Kv Vcb Panel, Including Cutting, Drilling, Bending, Proper Alignment, Insulation Clearance, And Secure Fastening With All Required Nuts, Bolts, Washers And Supports, Ensuring Proper Electrical And Mechanical Connections, Complete In All Respects; The Work Shall Include All Labour, T&P Will Be Provided By Contractor In All Respects. , Grouting Of Following Plain Cement Concrete Pole 8.5 Mtr. Long Supports In cement concrete 1:3:6 (Cement, Sand & 40Mm Brick Ballast) Grouting Will Be Done In The Block Of Size (450X450)Mm X1/6Th Of Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing Of Pg Clamps (Parallel Groove Clamps) Of Suitable Sizes For Making Conductor-To-Conductor Connections, Including Dog Conductor To Dog Conductor And Panther Conductor To Panther Conductor Joints, Complete With All Necessary Nuts, Bolts And Accessories, Ensuring Proper Electrical And Mechanical Continuity, As Per Relevant Standards And Directions Of Site Incharge All Labour, T&P Will Be Provided By Contractor In All Respects. , Making And Filling Of 11Kv/33Kv Cable Jointing Kit, Indoor/Outdoor Type, After Duly Plumbing And Taping Of Suitable Xlpe Cable, Providing, Fixing And Crimping Of Proper Size Good Quality Lugs, Including Cost Of Lugs And Tape Etc., As Per Respo Norms, And As Per Direction Of Site Incharge. , 11Kv Cable Jointing Kit 3X185 Sq.Mm. , 11Kv Cable Jointing Kit 3X300 Sq.Mm. , 33Kv Cable Jointing Kit 3X300 Sq.Mm. , Providing And Fixing 11 Kv Relay, With (E/F & O/C) Of C&S, Ashide, Abb Make With 1&5 annual periodical maintenance Port Suitable For 11 Kv Feeder Pannel As Per Respo/Norms And As Per Direction Of Site Incharge. All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor With All Labour, T&P In All Respects. , Providing And Fixing Of Wti Meter Isi Mark For 33/11 Kv Power Transformer Work Including Making Connection Proper Opration Of Wti , As Per Respo/Norms And As Per Direction Of Site Incharge. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing Of Oti Meter Isi Mark For 33/11 Kv Power Transformer Work Including Making Connection Proper Opration Of Wti, As Per Respo/Norms And As Per Direction Of Site Incharge. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing Of Vaccume Interupter In 11 Kv Pannel, As Per Direction Of Site Incharge. All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing 33 Kv Ct Stracture As Per Respo/Norms And As Per Direction Of Site Inchagre Work Includs Grouting Stracture And Making Plinth As Per Norms All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor All Labour, T&P Will Be Provided By Contractor In All Respects. , Dismantling Of Existing Electrical Equipment At Site, Including Proper Handling To Avoid Damage, And Safe Carriage/Transportation From The Work Site To The Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends, Covering All Leads Over Kachcha And Pucca Roads, Complete With All Labour, Tools & Plants, And Necessary Precautions, As Per The Directions Of The Site Incharge. All Labour Will Be Provided By Contractor In All Respects.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
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