List of m-r-i Tenders

Tender for supply, installation, testing and cored-selected">mred-selected">missioning (sitc) of lan it infrastructure and networking equipred-selected">ment at tvhpp-supply of active device 2 router with 4 wan interface ports 3 24x1000 basesx+2x10g fiber l3 eth switch 4 24x10/100/1000 tx+4x1g sx l2 eth switch 5 12x10/100/1000 tx+2x1g sx l2 eth switch 6 single red-selected">mode sfp red-selected">module - 1g lc type 7 single red-selected">mode sfp red-selected">module - 10g lc type 8 otdr 9 red-selected">mini kts - 24 port 10 kvred-selected">m switch 11 rf antenna pair with all accessories 12 analog telephone sets 13 10 kva on-line ups with 03 hrs backup 14 5 kva on-line ups with 02 hrs backup 15 3 kva on-line ups with 01 hrs backup 16 1kva line int. ups with 15 red-selected">min backup 17 supply of passive itered-selected">ms 18 single red-selected">mode lc-lc fiber patch cords-3red-selected">mtr 19 42u cored-selected">mred-selected">munication rack with accessories 20 27u cored-selected">mred-selected">munication rack with accessories 21 hdpe pipe 32red-selected">mred-selected">m isi red-selected">mark 22 arred-selected">mored ug 12 core sred-selected">m ofc 23 25x16red-selected">mred-selected">m isi red-selected">marked casing caping 24 cat6 utp patch cord coloured- 3 red-selected">mtrs 25 24 port cat 6 utp jack panel 26 24 port fully loaded liu 27 12 port fully loaded liu 28 utp cable - cat6 04 pair - 305 red-selected">meter 29 telephonecable 2pair-500 red-selected">mtr(un-arred-selected">mored) 30 telephone jb - 100 pair - outdoor 31 telephone jb - 20 pair - outdoor 32 io box with 2 port & accessories 33 pvc pipe 40red-selected">mred-selected">m 34 pvc pipe 25red-selected">mred-selected">m 35 flexible 1.5` outdoor pipe 36 02core-ofc to tx convertors with adapter 37 installation and cored-selected">mred-selected">missioning 38 laying of utp/phone cables in pvc pipes 39 overhead laying of ofc in hdpe pipes 40 underground laying of ofc in hdpe pipes 41 ict of active devices 42 ict of passive itered-selected">ms

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Tender for bids are invited for custored-selected">m bid for services - providing services of red-selected">mechanized road sweeping and water sprinkling dust suppression red-selected">machines at jnpa for 5 years facility red-selected">managered-selected">ment service - outcored-selected">me based hiring of upholstery service - cleaning and dry cleaning total quantity :

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Tender for the approval of rates (rate contract) for the financial year 2025-26 the approval of rates (rate contract) for the financial year 2025-26 for supply of red-selected">medicines/horred-selected">mones/vitared-selected">mins etc. to the departred-selected">ment of anired-selected">mal husbandry, up, lucnow - a-general red-selected">medicines 2.b-anthelred-selected">metics/antihaered-selected">moprotozoans/coccidiostats/acaricides/ento para-sitic/red-selected">magoticidal drugs3. c-disinfectants/local antiseptics/sanitizers4. d-antibiotics/antifungal & sulpha drugs5. e-red-selected">metabolic restorative & red-selected">mineral supplered-selected">ments (oral liquid/powder/tablet/bolus/injection/infusion)6. f-intrared-selected">mared-selected">mred-selected">mary infusions/intrauterine drugs for uterine activities applicable for skin diseases (antibiotics, antiseptic & antifungal drugs)7. g-infusions8. h-horred-selected">mones & yeast inducers 9. i-analgesics, antipyretics, anti-inflared-selected">mred-selected">matory/antispasred-selected">modics, antidiarrheals, diuretics 10. j-tranucleators, preanaesthetics, anesthetics, anti-ered-selected">metics and antacids,11. k-anti-allergics, antihistared-selected">minics, corticosteroids and haered-selected">mostatics

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Tender for tender for kareli - nurulla road to askari red-selected">market road block c and block d housing schered-selected">me and nurulla road frored-selected">m red-selected">mahavir chauraha to karared-selected">mat ki chowki near sasur khedari river and also till the connecting road - clearing grass and rered-selected">moval of rubbish upto a distance of 30 red-selected">m outside the periphery of the area as per technical specification clause 201. 3 disred-selected">mantling of existing structures like culverts, bridges, retaining walls and other structure cored-selected">mprising of red-selected">masonry, cered-selected">ment concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the disred-selected">mantled red-selected">material, disposal of unserviceable red-selected">material and stacking the serviceable red-selected">material with all lifts and lead of 60 red-selected">metres as per instructions of e-i-c. (by red-selected">mechanical red-selected">means). 4 i) cered-selected">ment concrete 5 ii) reinforced cered-selected">ment concrete/ r.b. 6 disred-selected">mantling of flexible pavered-selected">ments and disposal of disred-selected">mantled red-selected">material up to a lead of 100 red-selected">m, stacking serviceable and unserviceable red-selected">materials separately as per technical specification clause 202. bitured-selected">minous / granular courses (by red-selected">mechanical red-selected">means) 7 disred-selected">mantling of road gully chared-selected">mber of various sizes including c.i. grating with frared-selected">me including stacking of useful red-selected">materials near the site and disposal of unserviceable red-selected">materials within 50 red-selected">metres lead including refilling the excavated gap. 8 rered-selected">moving all type of hured-selected">me pipes and stacking within a lead of 1000 red-selected">metres including t&p, earthwork and disred-selected">mantling of red-selected">masonry works. 9 (i) up to 600 red-selected">mred-selected">m dia 10 rered-selected">moval of telephone / electric poles / street light / lared-selected">mp post including excavation and disred-selected">mantling of foundation concrete and lines under the supervision of concerned departred-selected">ment, disposal with all lifts and up to a lead of 1000 red-selected">metres and stacking the serviceable and unserviceable red-selected">material separately 11 disposal of red-selected">moorured-selected">m/building rubbish red-selected">malba/ sired-selected">milar unserviceable, disred-selected">mantled or waste red-selected">material by red-selected">mechanical transport including loading, transporting, unloading to approved red-selected">municipal dured-selected">mping ground for lead upto 10 kred-selected">m for all lifts, cored-selected">mplete as per directions of engineer-in-charge. note- itered-selected">m to be applicable in urban areas having directions for restricted hours for red-selected">movered-selected">ment/ plying of load carrying red-selected">motor vehicle of 3.5 cured-selected">m or red-selected">more. 12 dewatering using 10hp to 70hp diesel engine pured-selected">mp set including hire charges, cost of diesel, engine oil, pured-selected">mp operator, labor charges, conveyance of pured-selected">mp set and fuel to site and back, loading, unloading and any other incidental charges etc., cored-selected">mplete. (hire charges for diesel pured-selected">mp set for 10 hp) 13 [b] bill no. 2 - earthworks 14 excavation for road work in soil with hydraulic excavator of 0.9 cured-selected">m bucket capacity including cutting and leading in tippers, trired-selected">mred-selected">ming bottored-selected">m and side slopes, in accordance with requirered-selected">ments of lines, grades and cross sections and transporting to the ered-selected">mbankred-selected">ment location within all lifts and lead upto 1000red-selected">m 15 rered-selected">moval of unserviceable soil including excavation loading and disposal but excluding replacered-selected">ment by suitable soil which shall be paid separately as per clause 305 16 i) lead upto 1000 red-selected">m 17 ii) lead upto 8000 red-selected">m 18 earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, rered-selected">moval of stured-selected">mps and other deleterious red-selected">matter dressing of sides and bottored-selected">m, backfilling the excavation earth to the extent required and utilizing the rered-selected">maining earth locally for road work. 19 red-selected">mechanical red-selected">means (depth upto 1.5 red-selected">m) 20 i) excavation 21 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cred-selected">m in depth, consolidating each deposited layer by rared-selected">mred-selected">ming and watering, lead up to 50 and for all lift. 22 [c] bill no. 3 - developred-selected">ment of carriageway 23 stabilization of in-situ (existing pavered-selected">ment crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cered-selected">ment and chered-selected">mical additives / otherwise: providing pulverizing, spreading, red-selected">milling and red-selected">mixing of chered-selected">mical additives at the appropriate rate as per job red-selected">mix design in accordance with irc-sp-72-2015 , irc-37-2012 & 2018 and irc sp 89 (part ii) 2018. cered-selected">mentitious additive @ rate of red-selected">minired-selected">mured-selected">m 5 - 7% and ccs/cs additive should be spread on the existing pavered-selected">ment using a red-selected">mobile truck red-selected">mounted containerized cered-selected">ment/ additive spreader with red-selected">micro processor controlled weighing and spreading systered-selected">m. the additive spreader shall have variable working width sufficient to cover whole pavered-selected">ment lane. the in-situ stabilization process shall be carried out by a red-selected">mobile and self propelled stabilizer / reclaired-selected">mer of working width of 2.4 red-selected">m and with red-selected">minired-selected">mured-selected">m engine horse power of 440 kw with a variable working depth up to 50 cred-selected">m. the resultant stabilized red-selected">mix then would be profiled to the required grade, level and thickness using red-selected">motor grader and the red-selected">mix would be cored-selected">mpacted using 20 tonne pad foot roller in cored-selected">mbination with sred-selected">mooth wheel roller to achieve desired proctor density as per irc 37-2012 & 2018 and cored-selected">mplete in all respect and curing with water as required including all red-selected">materials, labour and red-selected">machinery etc. the entire in-situ process would be carried out in single pass with red-selected">milling and pulverising of dared-selected">maged asphalt pavered-selected">ment / soil/ aggregates / soil-aggregate red-selected">mixture to the desired depth and with sired-selected">multaneous addition of additives and water with red-selected">machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. the tandered-selected">m roller be followed by pneured-selected">matic tyre roller. the red-selected">minired-selected">mured-selected">m unconfined cored-selected">mpressive strength (ucs) of stabilized sub base/ base should be 4.5 to 7 red-selected">mpa after 7 / 28 days of curing as per irc-sp- 72-2015 , irc-37-2012 & 2018 . also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the gradation red-selected">mixes and red-selected">materials should be as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the train of equipred-selected">ments to be used are binder spreader- water tanker- additive truck- recycler- padfoot roller (20 tonne) + single drured-selected">m cored-selected">mpactor- grader- tandored-selected">m roller- pneured-selected">matic tyreroller (20 tonne) 24 sared-selected">mi layerproviding and laying stress absorbing red-selected">mered-selected">mbrane interlayer (sared-selected">mi)/bitured-selected">men ired-selected">mpregnated geotextile layer after clearing of the road surface geotextile conforred-selected">ming to physical requirered-selected">ments of claues 703-3, laid over a tack coat of paving grade bitured-selected">men 80- 100 penetration, laid at the rate of 1.05 kg per sqred-selected">m over thoroughly cleaned and repaired surface to provide a water resistance red-selected">mered-selected">mbrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, broored-selected">ming and rolling of surface with pneured-selected">matic roller to red-selected">maxired-selected">mise paving fabric contact with pavered-selected">ment surface. 25 providing and applying tack coat with bitured-selected">men ered-selected">mulsion using ered-selected">mulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqred-selected">m on the prepared bitured-selected">minous surface cleaned with red-selected">mechanical broored-selected">m. (tack coat on bitured-selected">minous surfaces ) 26 providing and laying 40red-selected">mred-selected">mthickbitured-selected">mencarpete(b.c.) with 100-120 tph hot red-selected">mix plant producing and average output of 75 tonege par hour using crushed aggregates of specified grading prered-selected">mixed with bitured-selected">men binder(vg-30) @ 5.40% of red-selected">mix as per red-selected">most specification clause. etc all cored-selected">mp of work. 27 providing and laying in position ready red-selected">mixed or site batched design red-selected">mix cered-selected">ment concrete for reinforced cered-selected">ment concrete work; using coarse aggregate and fine aggregate derived frored-selected">m aggregat aggregate natural sources, portland pozzolana/ordinary portland/portland slag cered-selected">ment, adred-selected">mixtures in recored-selected">mred-selected">mended proportions as per is: 9103 to accelerate / retard setting of concrete, to ired-selected">mprove durability and workability without ired-selected">mpairing strength; including pured-selected">mping of concrete to site of laying, curing, carriage for all leads as per direction of the engineer-in-charge; for the following grades of concrete.note: extra cered-selected">ment up to 10% of the red-selected">minired-selected">mured-selected">m specified cered-selected">ment content in design red-selected">mix shall. be payable separately. in case the cered-selected">ment content in design red-selected">mix is red-selected">more than 110% of the specified red-selected">minired-selected">mured-selected">m cered-selected">ment content, the contractor shall have discretion to either re-design the red-selected">mix or bear the cost of extra cered-selected">ment. 28 red-selected">m.s. (tor steel or plain) in plain work such as rcc or rb work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be red-selected">measured and including cost of binding wire. excluding gst (sor-504). 29 [d] bill no. 4 - pedestrian infrastructure (footpath) 30 sand filling in foundation trenches as per drawing & technical specification and as per direction of engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.) 31 plain cered-selected">ment concrete 1:3:6 nored-selected">minal red-selected">mix in foundation with crushed stone aggregate 40 red-selected">mred-selected">m nored-selected">minal size red-selected">mechanically red-selected">mixed, placed in foundation and cored-selected">mpacted by vibration including curing for 14 days. (pcc below all paving area, kerb channel, road edge kerb, table top, property edge beared-selected">m) 32 construction of granular sub-base by providing close graded red-selected">material, spreading in uniforred-selected">m layers with red-selected">motor grader on prepared surface, red-selected">mixing by red-selected">mix in place red-selected">method with front end loader at ored-selected">mc, and cored-selected">mpacting with vibratory roller to achieve the desired density, cored-selected">mplete as per clause 401 (by red-selected">mix in place red-selected">method) 33 i) for grading-i red-selected">material 34 plain/reinforced cered-selected">ment concrete in open foundation cored-selected">mplete as per drawing and technical specifications, pcc grade red-selected">m30using batching plant transit red-selected">mixer & red-selected">manual placing(80 red-selected">mred-selected">m thickness) r & red-selected">manual placingand giving broored-selected">m finish. (pcc with broored-selected">m finish thickness 80 red-selected">mred-selected">m) 35 providing and laying 75red-selected">mred-selected">m thick red-selected">m-30 grade batch red-selected">mix cered-selected">ment concrete and applying stared-selected">mping finish to the top surface of freshly laid plain/ reinforced cered-selected">ment concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the engineer-in-charge. the process shall include the following:-the concrete shall be placed and screeded to the finished grade, and floated to a uniforred-selected">m surface by using standard finishing techniques. the approved color hardener @ 2.7 kg/sqred-selected">m shall be applied evenly to the surface of the fresh concrete by the dry shake red-selected">method by sprinkling in two or red-selected">more shakes, floated after each shake and trowelled only after the final floating. the approved release agent @ 0.113 kg/sqred-selected">m shall be applied evenly to the trowelled surface before stared-selected">mping or the said release agent can be applied to the flexible polyurethane stared-selected">mp red-selected">moulds of approved design and in required sizes to achieve final stared-selected">mped pattern. these stared-selected">mpings shall be placed on the surface of concrete in three to four pieces at a tired-selected">me and tapped gently with rared-selected">mred-selected">mers of sufficient size & weight to leave proper stared-selected">mp red-selected">marks and the process repeated for the rered-selected">maining concrete surface till the hole surface to be stared-selected">mped is cored-selected">mpleted within the tired-selected">me while concrete is in plastic stage of setting.after stared-selected">mping, the curing shall be done as per red-selected">manufactures specifications. after initial curing the ired-selected">mprinted joints shall be grouted using cered-selected">ment slurry red-selected">mixed with color hardener as per theequirered-selected">ment. the surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqred-selected">m.on finished surface.the construction joints shall be provided by groove cutting of size 4red-selected">mred-selected">m x 20red-selected">mred-selected">m in panel size 3red-selected">m x 3 red-selected">m or lesser as per the site conditions and filling the sared-selected">me with 10 red-selected">mred-selected">m baker rod and providing and laying (pu) polyurethane based joint sealer of approved red-selected">make as per red-selected">manufacturer’s specifications and finished by applying polyurethane resin based top protective clear coat of red-selected">minired-selected">mured-selected">m 80 red-selected">micron applied with rollers on properly cured and dry clean surface. (cost of concrete for flooring is not included in this itered-selected">m which shall be paid separately.) 36 80 red-selected">mred-selected">m thick c.c. paver block of red-selected">m-35 grade with approved color design and pattern. 37 supply and fixing of tactile indicators red-selected">made frored-selected">m ss-304 grade stainless steel. warning tactile indicator shall be installed on the walking surface in a raised grid pattern of dots or stud. red-selected">minired-selected">mured-selected">m 36 studs to be placed in 300x300 red-selected">mred-selected">m area. dired-selected">mensions - 35red-selected">mred-selected">m outer dia x25red-selected">mred-selected">m inner dia, stered-selected">m dia 8red-selected">mred-selected">mx12red-selected">mred-selected">m, weight - 28grred-selected">m.all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property, all cored-selected">mplete as per direction of engineer-in-charge. 38 supply & fixing of tactile indicators red-selected">made frored-selected">m ss-304 grade stainless steel. directorial tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. red-selected">min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300x300 red-selected">mred-selected">m area. dired-selected">mensions-280red-selected">mred-selected">m l x 35red-selected">mred-selected">m w x 4.5red-selected">mred-selected">m, stered-selected">m dia 8red-selected">mred-selected">mx12red-selected">mred-selected">m, weight - 250grred-selected">m all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property., all cored-selected">mplete as per direction of engineer-in-charge. 39 providing and laying tactile tile (for vision ired-selected">mpaired persons as per standards) of size 300x300x9.8 red-selected">mred-selected">m having with water absorption less than 0.5% and conforred-selected">ming to is : 15622 of approved red-selected">make in all colors and shades in for outdoor floors such as footpath, court yard, red-selected">multi red-selected">modals location etc., laid on 20 red-selected">mred-selected">m thick base of cered-selected">ment red-selected">mortar 1:4 (1 cered-selected">ment : 4 coarse sand) in all shapes & patterns including grouting the joints with white cered-selected">ment red-selected">mixed with red-selected">matching pigred-selected">ments etc. cored-selected">mplete as per direction of engineer-in-charge 40 chequerred precast cered-selected">ment concrete tiles 22 red-selected">mred-selected">m thick in footpath & courtyard, jointed with neat cered-selected">ment slurry red-selected">mixed with pigred-selected">ment to red-selected">match the shade of tiles, including rubbing and cleaning etc. cored-selected">mplete, on 20 red-selected">mred-selected">m thick bed of cered-selected">ment red-selected">mortar 1:4 (1 cered-selected">ment: 4 coarse sand). (dsr-11.20) 41 providing, laying and red-selected">making kerb channel 30 cred-selected">m wide and 50 red-selected">mred-selected">m thick with cered-selected">ment concrete 1:3:6 (1 cered-selected">ment: 3 coarse sand:6 graded stone aggregate 20 red-selected">mred-selected">m nored-selected">minal size) over 75red-selected">mred-selected">m bed of dry brick ballast 40 red-selected">mred-selected">m nored-selected">minal size, well rared-selected">mred-selected">med and consolidated and grouted with fine sand, including finishing the top sred-selected">mooth etc. cored-selected">mplete and as per direction of engineer-in-charge. (saucer drain along the road edge, curved kerbs at property entry/exit, curved kerbs at side roads) 42 providing and laying at or near ground level factory red-selected">made kerb stone of red-selected">m-25 grade cered-selected">ment concrete in position to the required line, level and curvature, jointed with cered-selected">ment red-selected">mortar 1:3 (1 cered-selected">ment: 3 coarse sand), including red-selected">making joints with or without grooves (thickness of joints except at sharp curve shall not to red-selected">more than 5red-selected">mred-selected">m), including red-selected">making drainage opening wherever required cored-selected">mplete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be red-selected">measured for payred-selected">ment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 43 cc grade red-selected">m20 using batching plant transit red-selected">mixer & red-selected">manual placing all cored-selected">mplete as per direction of e-i-c. 44 [e] bill no. 5 -parking 45 construction of granular sub-base by providing close graded red-selected">material, spreading in uniforred-selected">m layers with red-selected">motor grader on prepared surface, red-selected">mixing by red-selected">mix in place red-selected">method with front end loader at ored-selected">mc, and cored-selected">mpacting with vibratory roller to achieve the desired density, cored-selected">mplete as per clause 401 (by red-selected">mix in place red-selected">method) 46 i) for grading-i red-selected">material 47 supplying and filling in plinth with sand under floors/in trenches, including watering, rared-selected">mred-selected">ming, consolidating and dressing all cored-selected">mplete with red-selected">material (frored-selected">m source to site), labor and t&p etc. required for proper cored-selected">mpletion of the work. (including royalty). 48 plain cered-selected">ment concrete 1:3:6 nored-selected">minal red-selected">mix in foundation with crushed stone aggregate 40 red-selected">mred-selected">m nored-selected">minal size red-selected">mechanically red-selected">mixed, placed in foundation and cored-selected">mpacted by vibration including curing for 14 days and giving broored-selected">m finish. (pcc) 49 providing and laying factory red-selected">made chared-selected">mfered edge cered-selected">ment concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, red-selected">made by table vibratory red-selected">method using pu red-selected">mould, laid in required colour & pattern over 50red-selected">mred-selected">m thick cored-selected">mpacted bed of sand, cored-selected">mpacting and proper ered-selected">mbedding/laying of inter locking paver blocks into the sand bedding layer through vibratory cored-selected">mpaction 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. cored-selected">mplete all as per direction of engineer-in-charge.80 red-selected">mred-selected">m thick c.c. paver block of red-selected">m-35 grade with approved color design and pattern. 50 [f] bill no. 6 -cycle track 51 nil 52 [g] bill no. 7 - traffic signs, red-selected">markings and other road appurtenances 53 providing and erecting 2.00 red-selected">metre high tered-selected">mporary barricading at site; each panel of size 2.50red-selected">mx2.00red-selected">m red-selected">made of 40x40x6red-selected">mred-selected">m angle iron or 50x50x3red-selected">mred-selected">m hollow red-selected">ms tube posts/horizontal red-selected">mered-selected">mbers/bracings covered with 1.63red-selected">mred-selected">m thick red-selected">ms sheet. the sheet shall be fixed with 30x5red-selected">mred-selected">m red-selected">ms flat by suitable welding/riveting. the panels shall be red-selected">made so that gap of 50cred-selected">m above the ground is available red-selected">making overall height as 2.5red-selected">m. red-selected">ms channel islc 75 @ 5.70 kg/red-selected">m, 50cred-selected">m long shall be provided at the bottored-selected">m having oval shaped holes of size 50x25red-selected">mred-selected">m at both ends with 50cred-selected">m long red-selected">ms angle 40x40x6red-selected">mred-selected">m bracing. suitable arrangered-selected">ment shall be red-selected">made to fix the barricading to avoid frored-selected">m overturning by providing 250red-selected">mred-selected">m long expansion fasteners at both ends. the work shall be executed as per drawing/direction of engineer-in-charge which includes writing and painting, arrangered-selected">ment for traffic diversion such as traffic signals during construction at site for day and night, glow lared-selected">mps, reflective signs, red-selected">marking, flags, caution tape as directed by the engineer-in-charge. the barricading provided shall be retained in position at site continuously i/c shifting of barricading frored-selected">m one location to another location as red-selected">many tired-selected">mes as required during the execution of the entire work till its cored-selected">mpletion. rate include its red-selected">maintenance for dared-selected">mages, painting, all incidentals, labour red-selected">materials, equipred-selected">ments and works required to execute the job. the barricading shall not be rered-selected">moved without prior approval of engineer[1]in-charge.(note :- one tired-selected">me payred-selected">ment shall be red-selected">made for providing barricading frored-selected">m start of work till cored-selected">mpletion of work i/c shifting. the barricading provided shall rered-selected">main to be the property of the contractor on cored-selected">mpletion of the work). 54 reflective raised pavered-selected">ment red-selected">markers (cat eye/ road stud) supply and fixing of raised pavered-selected">ment red-selected">marker with red-selected">made of plastic body of rpred-selected">m/ road stud shall be red-selected">moulded frored-selected">m asa (acrylic styrene acrylonitrile) or hips (high-ired-selected">mpact polystyrene) or acrylonitrile butadiene styrene (abs) or any other suitable red-selected">material approved by the engineer. the red-selected">marker shall support a load of 13,635 kg tested in accordance with astred-selected">m d4260. the reflective panels shall consist, of nured-selected">mber of lenses containing single or dual prisred-selected">matic cubes capable of providing total internal reflection of the light entering the lens face. lenses shall be red-selected">moulded of red-selected">methyl red-selected">methacrylate conforred-selected">ming to astred-selected">m d788 of equivalent. the slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $q.cred-selected">m. the red-selected">marker height shall not be less than 10 red-selected">mred-selected">m and shall not exceed 20 red-selected">mred-selected">m & width shall not exceed 130 red-selected">mred-selected">m the base of the red-selected">marker shall be flat within 1.3 red-selected">mred-selected">m all road studs shall be legibly red-selected">marked with the nared-selected">me trade or other red-selected">means of identification of the red-selected">manufacture. epoxy installations, excess adhesive around the edge of the red-selected">marker, excess adhesive on the pavered-selected">ment and adhesive on the exposed surfaces of the red-selected">markers shall be ired-selected">mred-selected">mediately rered-selected">moved. the contractor shall subred-selected">mit a two year warranty for satisfactory field perforred-selected">mance including stipulated retro-reflectance of the reflecting panel , to the engineer . in addition , a two year warranty for satisfactory infield perforred-selected">mance of the finished road red-selected">marker shall also be given by the contractor who carries out the work of fixing of reflective road red-selected">markers. in case the red-selected">markers are, displaced , dared-selected">maged . get worn out or lose their reflectivity cored-selected">mpared to stipulated standards , the contractor would be required to replace all such red-selected">markers within 15 days of the intired-selected">mation frored-selected">m the engineer , at his own cost. the rate shall include all red-selected">materials, labor, t&p, transportation, installation and incidentals all cored-selected">mplete as per direction of the engineer-in-charge, 55 rpred-selected">m with shank 56 solar power road red-selected">marker the solar studs shall be red-selected">made of alured-selected">minured-selected">m alloy and polycarbonate red-selected">material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with astred-selected">m d4280. its color red-selected">may be white, red, yellow, green or blue or cored-selected">mbination as directed by the engineer. its water resistance shall red-selected">meet the requirered-selected">ments of ip 65 in accordance with is: 12063:1987 category 2 for the protection against water ingress. the dired-selected">mensions of solar studs shall not be less than 100 red-selected">mred-selected">m * 100 red-selected">mred-selected">m * 10 red-selected">mred-selected">m. it shall have super bright leds so as the provide long visibility frored-selected">m a distance of red-selected">more than 800 red-selected">m. its flashing rate shall not be less than 1 hz. its should be able to give the prescribed perforred-selected">mance in the tered-selected">mperature range of -40 degree c to +55 degree c. its life shall be not less than 3 years. the rate shall include all red-selected">material, labor, equipred-selected">ments, fabrication, transportation erection, installation and incidentals all cored-selected">mplete as per direction of the engineer-in-charge 57 r.cc work (1:1.5:3) (red-selected">m-20) with cered-selected">ment course sand &20red-selected">mred-selected">m the stone grit including all cored-selected">mplete cered-selected">ment concrete with cered-selected">ment sand &20red-selected">mred-selected">m gauge stone grit with the proportion of (1:1.5:3)including all cored-selected">mplete the work (red-selected">morth ra-12.8 c, case-ii) 58 red-selected">m.s. or iron work plain or tor for rcc work including cutting, bending, rivetting or welding etc. where necessary. excluding gst (s.i.no-504) 59 painting two coats on new concrete surfaces - painting two coats after filling the surface with synthetic enared-selected">mel paint in all shades on new plastered concrete surfaces 60 red-selected">m.s. or iron work of heavy sizes section such as trusses, built up gates, record racks, roof work, gates etc. including rivetting or welding where necessary. excluding gst (s.i.no-503) 61 painting of red-selected">m.s. grill with enared-selected">mul paint etc all cored-selected">mplete work. (s.i. 15.15 new itered-selected">m no.) 62 providing and applying 2.5 red-selected">mred-selected">m thick road red-selected">marking strips (retro- reflective) of specified shade/ colour using hot therred-selected">moplastic red-selected">material by fully/ sered-selected">mi autored-selected">matic therred-selected">moplastic paint applicator red-selected">machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of red-selected">material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign red-selected">material etc. cored-selected">mplete as per direction of engineer-in-charge and accordance with applicable specifications. 63 providing and fixing of retro- reflectorized cautionary, red-selected">mandatory and inforred-selected">matory sign as per irc :67 red-selected">made of high intensity grade sheeting type-ivvide clause 801.3, 2red-selected">mred-selected">m thick alured-selected">minured-selected">m sheeting, 1.5 red-selected">mred-selected">m thick supported on red-selected">mild steel angle iron post 75red-selected">mred-selected">m* 75red-selected">mred-selected">m *6red-selected">mred-selected">m firred-selected">mly fixed to the ground by red-selected">means of properly designed foundation with red-selected">m15 grade cered-selected">ment concrete 45cred-selected">m* 45cred-selected">m*60 cred-selected">m, 60 cred-selected">m below ground level as per the approved drawing. the retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytired-selected">me, color and lured-selected">minance, shrinkage, flexibility, liner rered-selected">moval, adhesion, ired-selected">mpact resistance, specular gloss and fungus resistance, 3 years outdoors weathering and its having passed these tests shall be obtained frored-selected">m international/ governred-selected">ment laboratory/ institute by the red-selected">manufacturer of the sheeting and in case the certificate is obtained frored-selected">m international condition, it should be also obtained frored-selected">m indian condition within 3 years of launching ofproduct by the red-selected">manufacturing abroad. alternatively, a certificate conforred-selected">ming to astred-selected">m specification (d4956-09) on artificial accelerated weathering requirered-selected">ment frored-selected">m a reputed laboratory in india can be accepted provisionally. in such a situation , the ered-selected">mployer/client, if so desires, could seek for a perforred-selected">mance guarantee which would be released after receipt of certificate red-selected">meeting the requirered-selected">ment of 3 years outdoor weathering of the sheeting as per irc 67:2012 . legends, letters, nured-selected">merals, and borders etc. should be as per red-selected">mort&h specification 801.3.7. proof of the sared-selected">me in forred-selected">m of governred-selected">ment reports shall be uploaded while quoting tender. 64 90 cred-selected">m equilateral triangle with diffinitation plate size (20cred-selected">m x 60 cred-selected">m) 65 60 cred-selected">m equilateral triangle with diffinitation plate size (20cred-selected">m x 60 cred-selected">m) 66 60 cred-selected">m circular with diffinitation plate size (20cred-selected">m x 60 cred-selected">m) 67 80red-selected">mred-selected">m x 60red-selected">mred-selected">m rectangularwith diffinitation plate size (20cred-selected">m x 60 cred-selected">m) 68 60 red-selected">mred-selected">m x 45 red-selected">mred-selected">m rectangularwith diffinitationplate size (20cred-selected">m x 60 cred-selected">m) 69 60cred-selected">m x 60cred-selected">m square with diffinitation plate size (20cred-selected">m x 60 cred-selected">m) 70 90 cred-selected">m high octagon 71 direction and place identification signs up to 0.90 sqred-selected">m size board providing and erecting direction and place identification retro-reflectorized sign as per irc-67 red-selected">made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytired-selected">me color and lured-selected">minance, shrinkage, flexibility, liner rered-selected">moval, adhesion, ired-selected">mpact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained frored-selected">m international/governred-selected">ment laboratory/ institute by the red-selected">manufacturer of the sheeting and in case the certificate is obtained frored-selected">m international condition, it should also be obtained frored-selected">m indian condition within 3 years of launching of product by the red-selected">manufacture in abroad. alternatively, a certificate conforred-selected">ming to astred-selected">m specification (d4956-09) on artificial accelerated weathering requirered-selected">ments frored-selected">m a reputed laboratory in india can be accepted provisionally. in such a situation, the ered-selected">mployer/ client, if so desires, could seek for a perforred-selected">mance guarantee which would be released after receipt of certificate red-selected">meeting the requirered-selected">ment of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, nured-selected">merals and borders etc. should be as per red-selected">mort&h specification no-801.3.7. sheet fixed over alured-selected">minured-selected">m sheeting 2 red-selected">mred-selected">m thick with area not exceeding 0.9 sqred-selected">m. supported on a red-selected">mild steel single angle iron post 75x75x6 red-selected">mred-selected">m firred-selected">mly fixed to the ground by red-selected">means of property designed foundation with red-selected">m-15 grade cered-selected">ment concrete 45x45x60cred-selected">m., below ground level as per approved drawing, cored-selected">mplete. 72 direction and place identification signs with size red-selected">more than 0.90 sqred-selected">m size boardproviding and erecting direction and place identification retro-reflectorized sign as per irc-67 red-selected">made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytired-selected">me color and lured-selected">minance, shrinkage, flexibility. liner rered-selected">moval, adhesion, ired-selected">mpact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained frored-selected">m international/governred-selected">ment laboratory/ institute by the red-selected">manufacturer of the sheeting and in case the certificate is obtained frored-selected">m international condition, it should also be obtained frored-selected">m indian condition within 3 years of launching of product by the red-selected">manufacture in abroad. alternatively, a certificate conforred-selected">ming to astred-selected">m specification (d4956-09) on artificial accelerated weathering requirered-selected">ments frored-selected">m a reputed laboratory in india can be accepted provisionally. in such a situation, the ered-selected">mployer/client, if so desires, could seek for a perforred-selected">mance guarantee which would be released after receipt of certificate red-selected">meeting the requirered-selected">ment of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, nured-selected">merals and borders etc. should be as per red-selected">mort&h specification no-801.3.7. sheet fixed over alured-selected">minured-selected">m sheeting 2 red-selected">mred-selected">m thick with area exceeding 0.9 sqred-selected">m. supported on a red-selected">mild steel single angle iron post 75x75x6 red-selected">mred-selected">m firred-selected">mly fixed to the ground by red-selected">means of property designed foundation with red-selected">m-15 grade cered-selected">ment concrete 45x45x60 cred-selected">m below ground level as per approved drawing, cored-selected">mplete. 73 providing and erecting overhead signs with a corrosion resistant 2red-selected">mred-selected">m thick alured-selected">miniured-selected">m alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support systered-selected">m of alured-selected">miniured-selected">m alloy or galvanised steel trestles and trusses of sections and type as per structural design requirered-selected">ments and approved plans & as per irc :67 74 brick red-selected">masonry work in cered-selected">ment red-selected">mortar 1:4 (1cered-selected">ment: 4 coarse sand) in foundation cored-selected">mplete with cered-selected">ment concrete bricks procured frored-selected">m c&d waste recycling plant baswar excluding pointing and plastering, as per drawing and technical specifications. 75 struck pointing with cered-selected">ment red-selected">mortar consisting of 1 part cered-selected">ment and 2 parts of fine sand of 1.25 finerness red-selected">modulus.sor 2022 si no574 76 12 red-selected">mred-selected">m cered-selected">ment plaster finished with a floating coat of neat cered-selected">ment of red-selected">mix 1:3 (1 cered-selected">ment :3 sand)and as per direction of engineer in charge. 77 finishing walls with ready red-selected">mixed prered-selected">miured-selected">m acrylic ered-selected">mulsion paint (cored-selected">mpany depot tinted) having volatile organic cored-selected">mpound (voc)less than 50 gred-selected">m/liter and uv resistance as per is 15489:2004, alkali, & fungal resistance, dirt resistance exterior paint of required shade with silicon additive(for painting wall, street furniture) new work (two or red-selected">more coats applied @1.43 liter/10sqred-selected">m over and including prired-selected">ming coat of exterior prired-selected">mer applied @ 0.90 liter/10 sqred-selected">m) 78 supplying and fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 red-selected">mred-selected">m x 25 red-selected">mred-selected">m and 1.6red-selected">mred-selected">m thick. length of bench should not be less than 6 ft (end to end of castiron support). 79 [h] bill no. 8 - utility and street light cabling 80 plain cered-selected">ment concrete 1:3:6 nored-selected">minal red-selected">mix in foundation with crushed stone aggregate 40 red-selected">mred-selected">m nored-selected">minal size red-selected">mechanically red-selected">mixed, placed in foundation and cored-selected">mpacted by vibration including curing for 14 days.(pcc below pipe of storred-selected">m water, sewer, water, inspection chared-selected">mber for storred-selected">m water, telecored-selected">m chared-selected">mber, power chared-selected">mber and sewer) 81 providing and laying non pressure np-3 class (red-selected">mediured-selected">m duty) r.c.c. pipes including collars/spigot jointed with stiff red-selected">mixture of cered-selected">ment red-selected">mortar in the proportion of 1:2 (1 cered-selected">ment : 2 fine sand) including testing of joints etc. cored-selected">mplete (storred-selected">m water, sewer) 82 600 red-selected">mred-selected">m dia rcc pipes 83 providing of 7- way 40red-selected">mred-selected">m red-selected">multi ducts with solid perred-selected">manently solidly lubricated silicone in inner layer for ict fiber cables conforred-selected">ming to astred-selected">m f 2160, astred-selected">m d 2444 and /or equivalent indian standard. external sheathshall be in orange colorand shall be free frored-selected">m visual defects like blisters, shrink holes,flaking, scratches, groove lines & surface roughness. the color of the 7 nos. plb hdpe ducts shall be green, blue, yellow, brown, violet, grey , red for differentiation. outer sheet thicknessshall be 1.2red-selected">mred-selected">m +/-0.2red-selected">mred-selected">m. the inner surface of the red-selected">multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. wall thickness(red-selected">mred-selected">m) of each of the ducts excluding rib height shall be 2.9red-selected">mred-selected">m +/- 0.3red-selected">mred-selected">m. iso requirered-selected">ments- iso 9001, 14001, 18001, cored-selected">mplete as per specifications and directions of engineer-in-charge. (7 way red-selected">multi utility duct for ofc) 84 supply of hdpe pipe of size 110red-selected">mred-selected">m for distribution systered-selected">m conforred-selected">mingn to latest/ relevant i.s. 4984/1995 specifications with all jointing red-selected">materials and specials conforred-selected">ming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering thered-selected">m into the trenches and laying true to alignred-selected">ment and gradient and jointing etc. cored-selected">mplete (including testing of pipe lines and cutting of pipes for red-selected">making up the length but excluding the cost of trenches) all cored-selected">mplete as per instructions of engineer-in-charge.110red-selected">mred-selected">m dia hdpe pipe pn-6 class pe-100 85 supply of hdpe pipe of size 63red-selected">mred-selected">m for distribution systered-selected">m conforred-selected">mingn to latest/ relevant i.s. 4984/1995 specifications with all jointing red-selected">materials and specials conforred-selected">ming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering thered-selected">m into the trenches and laying true to alignred-selected">ment and gradient and jointing etc. cored-selected">mplete (including testing of pipe lines and cutting of pipes for red-selected">making up the length but excluding the cost of trenches) all cored-selected">mplete as per instructions of engineer-in-charge.63red-selected">mred-selected">m dia hdpe pipe pn-6 class pe-100 86 rcc grade red-selected">m20 using batching plant transit red-selected">mixer & red-selected">manual placing ( side wall, bottored-selected">m slab for all inspection chared-selected">mber i.e. storred-selected">m water, telecored-selected">m, power, sewer, water) 87 supply and installation on site - recessed double seal ofwith a clear opening of750*750 red-selected">mred-selected">m di red-selected">manhole cover and frared-selected">me(red-selected">material- ductile iron grade 500/7) of class b125 having red-selected">minired-selected">mured-selected">m load capacity 125 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. 88 supply and installation on site - recessed double seal ofwith a clear opening of750*750 red-selected">mred-selected">m di red-selected">manhole cover and frared-selected">me(red-selected">material- ductile iron grade 500/7) of class d400 having red-selected">minired-selected">mured-selected">m load capacity 400 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. (storred-selected">m water) 89 supply and fixing gully grates red 048 grh – 300* 750red-selected">mred-selected">m d.i. gully grate & frared-selected">me in d400 load class , as per bs en 124 black bitured-selected">men paint, all cored-selected">mplete as per direction of engineer-in-charge. 90 constructing rcc rectangular type red-selected">manholewith a floating coat of neat cered-selected">ment, foundation concrete 1:6:12red-selected">mix (1 cered-selected">ment : 6 coarse sand : 12 graded brick bats 40 red-selected">mred-selected">m nored-selected">minal size), and red-selected">making necessary channel in cered-selected">ment concrete of red-selected">m-25 grade finished with a floating coat of neat cered-selected">ment, all cored-selected">mplete as per standard design and instruction of e-i-c. 91 restoration of water pipeline in case of dared-selected">mage 92 [i] bill no. 9 - horticulture / landscaping works 93 trenching in ordinary soil up to required depth including rered-selected">moval and stacking of serviceable red-selected">materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and red-selected">making the trenched area with designed red-selected">mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth red-selected">mixed with red-selected">manure and properly watering cored-selected">mplete work in required topography as per drawing & specifications. 94 supplying and stacking of good earth at site including royalty but including carriage1kred-selected">m (earth red-selected">measusred in stacks will be reduced by 20% for payred-selected">ment). 95 supplying and stacking at site dured-selected">mp red-selected">manure frored-selected">m approved source,including carriage up to 1 kred-selected">m (red-selected">manure red-selected">measured in stacks will be reduced by8% for payred-selected">ment) 96 red-selected">mixing earth and red-selected">manure in specified proportion or as directed. 97 rough dressing the trenched ground including breaking the clods. 98 fine dressing the ground 99 spreading ofred-selected">mixed good earth and red-selected">manure in specified proportions as above and in required thickness. 100 uprooting weeds frored-selected">m the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 101 providing & laying selection no. 1 grass turf with earth 50red-selected">mred-selected">m to 60red-selected">mred-selected">m thickness on existing ground prepared with proper level and rared-selected">mred-selected">ming with required tools wooden and than rolling the surface with light roller red-selected">make the surface sred-selected">moothen and light watering the sared-selected">me, as per direction of officer in charge 102 preparation of red-selected">mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cred-selected">m in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 red-selected">meter and lift upto 1.5 red-selected">m cored-selected">mplete as per direction of officer-in-charge. 103 excavating, supplying and filling of local earth (including royalty) by red-selected">mechanical transport upto a lead of 5kred-selected">m also including rared-selected">mred-selected">ming and watering of the earth in layers not exceeding 20 cred-selected">m in trenches, plinth,sides of foundation etc. cored-selected">mplete. 104 providing and stacking of nauclea cadared-selected">mba (kadared-selected">m) of height 150-165 cred-selected">m. in big poly bag of size 25 cred-selected">m as per direction of the officer-in-charge. 105 providing and stacking of nyctanthes arbor-tristis (hasingar) of ht. 90-105 cred-selected">m in earthen pots of size 20 cred-selected">m as per direction of the officer-in-charge. 106 providing and stacking of terred-selected">minalia arjuna of height 150-165 cred-selected">m. in big polybags of size 25 cred-selected">m as per direction of the officer-in-charge. 107 providing and stacking of plured-selected">meria alba dwarf dwarf of height 90-105 cred-selected">m. with 3-4 branches and thick stered-selected">m in big size hdpe bags as per direction of the officer-in-charge. 108 providing and stacking of plured-selected">meria rubra of height 120-150 cred-selected">m. with 3-4 branches and thick stered-selected">m in big size hdpe bags as per direction of the officer-in-charge. 109 providing and stacking of ficus panda of height 90-105 cred-selected">m. with 10-12 branches and healthy foliage, well forred-selected">med in cered-selected">ment pots of size 30 cred-selected">m as per direction of the officer-in-charge.. 110 providing and stacking of ficus reginald well branched, bushy of height 60-75 cred-selected">m. in earthen pots of size 25 cred-selected">m as per direction of the officer-in-charge.. 111 providing and stacking of duranta golden, having ht.15 to 20 cred-selected">m bushtyshape with fresh and healthy leaves in 15 cred-selected">m size of earthen pot/plastic pot & as per direction of the officer-in-charge.. 112 providing and stacking of tradescantia zebrina having in 15 cred-selected">m size of earthen pot/plastic pot & as per direction of the officer-in-charge. 113 providing and stacking of wedelia trilobata,full of leaves in 15 cred-selected">m size ofpoly bags & as per direction of the officer-in-charge. 114 providing and stacking of asparagus sprengeri of height 30 cred-selected">m to 45 cred-selected">m, full of leafy branches in 15 cred-selected">m size of earthen pot / plastic pot & as per direction of the officer-in-charge.. 115 providing and stacking of ophiopogon jaburan ( variegated ), full of variegated leaves in earthen pot/plastic pot of size 20 cred-selected">m. as per direction of the officer-in-charge. 116 providing and displaying of croton petra bangalore variety having ht. 60 cred-selected">m to 75 cred-selected">m with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cred-selected">m size of earthen pot/plastic pot & as per direction of the officer-in-charge. 117 providing and fixing red-selected">ms iron tree guard 60 cred-selected">m dia and 2 red-selected">metre high above ground level forred-selected">med of 4 nos (25 x 6 red-selected">mred-selected">m) and 8 nos (25 x 3 red-selected">mred-selected">m) vertical red-selected">ms riveted to 3 nos (25 x 6 red-selected">mred-selected">m) iron rings in two halves, bolted together with 8 red-selected">mred-selected">m dia and 30 red-selected">mred-selected">m long bolts including painting two coats with paint of approved brand over a coat of prired-selected">ming, cored-selected">mplete in all respects. 118 street light works (excluding gst) 119 supply & fixing of 9 red-selected">mtr gi octagonal pole of approved red-selected">make (top dia 70red-selected">mred-selected">m, bottored-selected">m dia 155 red-selected">mred-selected">m and base plate 12red-selected">mred-selected">m thik) having 3red-selected">mred-selected">m thikness with single arred-selected">m bracket (1 red-selected">mtr length) on rcc foundation including the cost of foundation, foundation bolts, excavation & back filling and required t&p cored-selected">mplete in all respect 120 supply and fixing of led street light fitting having die cast alured-selected">miniured-selected">m body and diffuser with driver set suitable for 110 to 130 watt. confirred-selected">ming to ip 66 protection cored-selected">mplete in all respect. cat: aaa 121 supply and laying of 16 sq.red-selected">mred-selected">m. 4 core alured-selected">miniured-selected">m conductor pvc insulated arred-selected">moured served sheathed cables 1100 volts grade at a depth of 750 red-selected">mred-selected">m below ground level over a cushion of 75 red-selected">mred-selected">m. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on red-selected">m.s. clared-selected">mps etc. of suitable size or as directed by the engineer-incharge, cored-selected">mplete in all respect. the arred-selected">mouring of the cable shall be properly connected with the earth conductor by clared-selected">mps etc. 122 supplying and laying 6 swg g.i. wire at 0.50 red-selected">metre below ground level for conductor earth electrode, including connection/terred-selected">mination with gi thired-selected">mble etc. as required. 123 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000red-selected">mred-selected">m, outer pipe 76red-selected">mred-selected">m inner dia38red-selected">mred-selected">m terred-selected">minal dia 12 red-selected">mred-selected">m ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 red-selected">micron filled with crystalline conductive red-selected">mixture (ccred-selected">m) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good red-selected">mixture of retaining capacity along with 30cred-selected">m square c.i. frared-selected">me with hinged cover & red-selected">masonary housing. (frored-selected">m electrode terred-selected">minal to switch board, cost of 25 x 3 gi. strip will be extra) red-selected">make: as approved in u.p. p.w.d., & c.p.r.i. certified. 124 red-selected">making connection of each street light by s/l 1.5 sqred-selected">mred-selected">m frlsh copper wire cored-selected">mplete as per direction of engineer in charge. 125 supply & fixing of 9 red-selected">mtr gi octagonal pole of approved red-selected">make (top dia 70red-selected">mred-selected">m, bottored-selected">m dia 155 red-selected">mred-selected">m and base plate 12red-selected">mred-selected">m thik) having 3red-selected">mred-selected">m thikness with double arred-selected">m bracket (1 red-selected">mtr length each ) on rcc foundationincluding the cost of foundation, foundation bolts, excavation & back filling and required t&p cored-selected">mpletee in all respect. 126 supply & laying of 63 red-selected">mred-selected">m dia (od-63 red-selected">mred-selected">m & id- 51 red-selected">mred-selected">m nored-selected">minal) dwc hdpe pipe isi red-selected">marked along with all accessories like socket, bend, couplers, etc. conforred-selected">ming to is 14930, part ii cored-selected">mplete with fitting and cutting, jointing, etc. direct in ground (75 cred-selected">m below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, cored-selected">mplete as required. 127 supply and fixing for autored-selected">matic street light cubical control juction box painted with anti-corrosive alkali and acid proof pait consisting of 6 ared-selected">mps red-selected">mcb (b - curve) cored-selected">mplete in all respect 128 supply and fixing of 16 sq.red-selected">mred-selected">m plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and red-selected">making connection etc. cored-selected">mplete in all respect as per direction of the engineer-incharge. 129 supply and fixing of 40 ared-selected">mp. capacity of autored-selected">matic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of tired-selected">me switch tso 100 series with contactors, hrc fuses, isolating switch red-selected">metering instrured-selected">ment & instrured-selected">ment box with cts etc. in case of tpn, cored-selected">mplete in all respect. 130 supply and laying of 32 red-selected">mred-selected">m x 6 red-selected">mred-selected">m g.i. strip frored-selected">m earth electrode directly in the ground as required cored-selected">mplete in all respect. 131 supply/ erection of surface red-selected">mounted decorative pole 4500 red-selected">mred-selected">m long having base plate 300x300x12 red-selected">mred-selected">m with the bottored-selected">m dia 139 red-selected">mred-selected">m upto 1 red-selected">mtr long with the thickness of 3.6 red-selected">mred-selected">m and the top dia is 76 red-selected">mred-selected">m upto 3.5 red-selected">mtr. log. decorative pole red-selected">made out of galvanized iron tube with cast alured-selected">miniured-selected">m ered-selected">mbellishred-selected">ments. the poles are painted with polyturetnane paint. the pole have service window at the bottored-selected">m on the pole for housing the red-selected">mcb and terred-selected">minal strips and as per attached drawings. 132 s/f of single arred-selected">m decorative bracket 100 red-selected">mred-selected">m long red-selected">made of cast iron/ alured-selected">miniured-selected">m ered-selected">mbellishred-selected">ments painted with polyturetnane paint. 133 supply of led decorative drop down light red-selected">made of alured-selected">miniured-selected">m housing fitted with polycarbonate diffuser having 500 red-selected">mred-selected">m dia with 70 w. 134 supplyandlayingof alured-selected">miniured-selected">mconductorpvc insulated arred-selected">moured served sheathed cables 1100 volts grade at a depth of 750 red-selected">mred-selected">m below ground level over a cushion of 75 red-selected">mred-selected">m. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on red-selected">m.s. clared-selected">mps etc. of suitable size or as directed by the engineer-incharge, cored-selected">mplete in all respect. the arred-selected">mouring of the cable shall be properly connected with the earth conductor by clared-selected">mps etc. 16 sq. red-selected">mred-selected">m 4 core 135 supply and fixing following capacity of autored-selected">matic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of tired-selected">me switch tso 100 series with contactors, hrc fuses, isolating switch red-selected">metering instrured-selected">ment & instrured-selected">ment box with cts etc. in case of tpn, cored-selected">mplete in all respect. 40 a tpn 136 supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and red-selected">making connection etc. cored-selected">mplete in all respect as per direction of the engineer-incharge. 16 sq. red-selected">mred-selected">m 137 supply & laying of 63 red-selected">mred-selected">m dia (od-63 red-selected">mred-selected">m & id- 51 red-selected">mred-selected">m nored-selected">minal) dwc hdpe pipe isi red-selected">marked along with all accessories like socket, bend, couplers, etc. conforred-selected">ming to is 14930, part ii cored-selected">mplete with fitting and cutting, jointing, etc. direct in ground (75 cred-selected">m below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, cored-selected">mplete as required. 138 supply and laying 6 swg g.i. wire at 0.50 red-selected">metre below ground level for conductor earth electrode, including connection/terred-selected">mination with gi thired-selected">mble etc. as required. 139 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000red-selected">mred-selected">m, outer pipe 76red-selected">mred-selected">m inner dia38red-selected">mred-selected">m terred-selected">minal dia 12 red-selected">mred-selected">m ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 red-selected">micron filled with crystalline conductive red-selected">mixture (ccred-selected">m) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good red-selected">mixture of retaining capacity along with 30cred-selected">m square c.i. frared-selected">me with hinged cover & red-selected">masonary housing. (frored-selected">m electrode terred-selected">minal to switch board, cost of 25 x 3 gi. strip will be extra) red-selected">make: as approved in u.p. p.w.d., & c.p.r.i. certified. 140 part - b utility shifting (including gst) 141 converstion of lt overhead line by underground lt line 142 lt xlpe insulated cable of size 3.5x400 sqred-selected">mred-selected">m. 143 lt xlpe insulated cable of size 3.5x240 sqred-selected">mred-selected">m. 144 lt xlpe insulated cable of size 3.5x150 sqred-selected">mred-selected">m. 145 lt xlpe insulated cable of size 3.5x70 sqred-selected">mred-selected">m. 146 9 red-selected">mtr long stp 147 hdpe pipe 140red-selected">mred-selected">m dia peb0, pn-6 148 hdpe pipe 120 red-selected">mred-selected">m dia peb0, pn-6 149 hdpe pipe 75 red-selected">mred-selected">m dia p880, pn-6 150 alured-selected">miniured-selected">m crired-selected">mping lugs 400sqred-selected">mred-selected">m 151 alured-selected">miniured-selected">m crired-selected">mping lugs 240sqred-selected">mred-selected">m 152 alured-selected">miniured-selected">m crired-selected">mping lugs 150sqred-selected">mred-selected">m 153 alured-selected">miniured-selected">m crired-selected">mping lugs 70sqred-selected">mred-selected">m 154 6 swg g.l. wire for earthing along cables. 155 cable end terred-selected">mination using total double cored-selected">mpression brass glands and crired-selected">mping type cu. thired-selected">mbles for 3.5x400 sqred-selected">mred-selected">m. lt cable 156 cable end terred-selected">mination using total double cored-selected">mpression brass glands and crired-selected">mping type cu. thired-selected">mbles for 3.5x240 sqred-selected">mred-selected">m. lt cable 157 cable end terred-selected">mination using total double cored-selected">mpression brass glands and crired-selected">mping type cu. thired-selected">mbles for 3.5x150 sqred-selected">mred-selected">m. lt cable 158 cable end terred-selected">mination using total double cored-selected">mpression brass glands and crired-selected">mping type cu. thired-selected">mbles for 3.5x70 sqred-selected">mred-selected">m. lt cable 159 red-selected">main lt panel at sub station- 400 kva (type a-2)lncored-selected">mer- 1 set of 800 ared-selected">mp. tp red-selected">mccb with spreader & extended handlered-selected">metering on lncored-selected">mer - 1 set of digital ared-selected">mred-selected">meter with ass- 1 set of digatal voltred-selected">meter with vss- 1 set of led type phase lndicating light (22.5 red-selected">mred-selected">m.)with control red-selected">mcbsoutgoing- 6 set of 250 ared-selected">mp. tp red-selected">mccb with spreader & extended handte( 5 nos. + 1 no. for capacitor panel)- 2 set of 100 ared-selected">mp. tp red-selected">mccb with spreader & extended handle 160 red-selected">main lt panel at sub statton- 250 kva (type a-2) lncored-selected">mer- 1 no. 630 ared-selected">mp. tp red-selected">mdo acb with inbuilt red-selected">mpr release with i ontoff tnai.ating lightred-selected">metering on lncored-selected">mer - 1 set of digital ared-selected">mred-selected">meter with ass- i set oldigital volt-red-selected">meler wirh vss- 1 set of led type phase indicating light (22.5 red-selected">mred-selected">m.j with control red-selected">mcbs outgoing - 5 set of 250 ared-selected">mp. tp red-selected">mccb with spreader & exrended handle- 2 set of 100 ared-selected">mp. tp red-selected">mccb with spreader & extended handle flnstallation oflt distribution boards for lt underground systered-selected">m (type a,b&cj) 161 supply , installation, testing & cored-selected">mred-selected">missioning of outdoor type feeder pillar panetto be red-selected">made of 2 red-selected">mred-selected">m crca sheet and covers will be j.6red-selected">mred-selected">m crca sheet dulypowder coated paint with 300 ared-selected">mps al. busbar. (type-b2)lncored-selected">mer - 250 ared-selected">mp. tp red-selected">mccb - 1 no.outgoing - 63 ared-selected">mp. tp red-selected">mccb - 5 nos.lnstallation of lt distribution boards forlt underground systered-selected">m (type-a, b & c) 162 outdoor type feeder pillar panel to be red-selected">made of 2 red-selected">mred-selected">m crca sheet and covers will be 1.6red-selected">mred-selected">m crca sheet duly powder coated paint with 300 ared-selected">mps al. busbar. [type-b3] incored-selected">mer - 100 ared-selected">mp. tp red-selected">mccb - 1 no. outgoing - 63 ared-selected">mp. tp red-selected">mccb - 4 nos.lnstallation of lt distribution boards for lt qnderground systered-selected">m [tvpe-a, b & cl 163 lockable distribution boxes of size 450x400red-selected">mred-selected">m with bus bar 100 ared-selected">mp. tpn to feed upto 10 houses (type c) 164 xlpe lt service arred-selected">moured cable for single phase,2x6 sq. red-selected">mred-selected">m.(pvc arred-selected">moured consured-selected">mer service cablel 165 xlpe lt service arred-selected">moured cable for single phase,2x10 sq. red-selected">mred-selected">m.(pvc arred-selected">moured consured-selected">mer service cablej 166 xlpe lt service arred-selected">moured cable for three phase,4x10 sq. red-selected">mred-selected">m.[pvc arred-selected">moured consured-selected">mer service cablel 167 xlpe lt service arred-selected">moured cable for three phase,4x1.6 sq. red-selected">mred-selected">m.(pvc arred-selected">moured consured-selected">mer service cablel 168 xlpe lt service arred-selected">moured cable for three phase,4x25 sq. red-selected">mred-selected">m.(pvc arred-selected">mou[ed consured-selected">mer service cable) 169 pvc pipe 32 red-selected">mred-selected">m dia 170 pvc pipe 50 red-selected">mred-selected">m dia 171 electronic kwh red-selected">meter 1px2w with box. for single phase consured-selected">mer 172 electronic kwh red-selected">meter 3px4w static red-selected">meter with box.for three phase consured-selected">mer 173 carriage , laying of 3.5cx400 sq.red-selected">mred-selected">m size lt xlpe insulated cable underground in hdpe pipe size 140 red-selected">mred-selected">m dia. 174 carriage, laying of 3.5cx150/240 sq.red-selected">mred-selected">m size lt xlpe insulated cable underground in hdpe pipe size 1.20 red-selected">mred-selected">m dia. 175 carriage ,laying of 3.5cx70 sq.red-selected">mred-selected">m size lt xlpe insulated cable underground in hdpe pipe size 75red-selected">mred-selected">m dia. 176 painting of stp incuding paints [2 ltr red oxide and 2 ltr allured-selected">minured-selected">m paint for each pole.l 177 grouting of st pole 178 cartage , erection and disred-selected">mentling charges 22% of red-selected">materials cost 179 conversion of 11kv overhead/underground line by 11kv line underground 180 11 kv cable size 3x185 sq.red-selected">mred-selected">m xlpe 181 stp 11red-selected">m-is 410 sp-55 182 g.l pipe 4 dia 183 top channel 100x50x2240 red-selected">mred-selected">m 184 hdpe pipe 160 red-selected">mred-selected">m dia pe 80, pn-6 185 service clared-selected">mp o/s 186 clared-selected">mp for fixing pipe to pole 187 11 kv cable jointing kit size 3x185 sq.red-selected">mred-selected">m xlpe o/d 188 11 kv cable jointing kit size 3x185 sq.red-selected">mred-selected">m xlpe s/t 189 earthing cored-selected">mplete. 190 red-selected">m.s. nut & bolt with washer 191 bracing angle 65x65x6x2700 red-selected">mred-selected">m with clared-selected">mp 192 stone pad 193 nured-selected">mber plates with clared-selected">mp 194 danger board & clared-selected">mp with bolts & nuts 195 stay cored-selected">mplete 196 g i barbed wire 197 carriage , layrng of 3x185 sq.red-selected">mred-selected">m size 11 kv xlpe insulated cable underground in hdpe pipe dia 160 red-selected">mred-selected">m. 198 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrred-selected">m pal,1t for each pole.) 199 grouting of st pole 200 grouting of stay set 201 cartage , erection and disred-selected">mentling charges 22% of red-selected">materials cost 202 conversion of 33kv overhead/ underground line by 33kv line underground 203 cable al. 3x300 sq.red-selected">mred-selected">m. xlpe 33 kv 204 stp 11red-selected">m-is 410 sp-55 205 g.l pipe 6 dia 206 red-selected">m.s.top channel 100x50x2240 red-selected">mred-selected">m 207 hdpe pipe 200 red-selected">mred-selected">m dia pe 80, pn-6 208 service clared-selected">mp o/s 209 clared-selected">mp for fixing pipe to pole 210 bracing angle 65x65x6x4300 red-selected">mred-selected">m with clared-selected">mp 211 33 kv cable jointing kit 3x300 se red-selected">mred-selected">m outdoor 212 33 kv cable jointing kit 3x300 se red-selected">mred-selected">m straight through 213 earthing of pole by red-selected">ms earthing rod of 2ox25o0 red-selected">mred-selected">m & 6 swg earthr.ng wire etc. 214 red-selected">m.s. nut & bolt with washer 215 nured-selected">mber plates with clared-selected">mp 216 danger board & clared-selected">mp with bolts & nuts 217 stay cored-selected">mplete (stay rod 15x1800red-selected">mred-selected">m, stay wire 5 kg,, stay clared-selected">mp, boult & nut rvith grouting 218 daner bqard barbed wire includin jured-selected">mpering 219 carriage , layrng of 3x300 sq.red-selected">mred-selected">m size 33 kv xlpe insulated cable underground in hdpe pipe dia 200 red-selected">mred-selected">m. 220 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrred-selected">m pal,1t for each pole.) 221 grouting of st pole 222 grouting of stay set 223 cartage , erection and disred-selected">mentling charges 22% of red-selected">materials cost 224 installation of 250 kva transforred-selected">mer on dp for the shifting of 3 no. 250 kva. 9 no.400 kva & 3 no. 630 kva transforred-selected">mer 225 stp 11red-selected">m-is 410 sp-55 226 red-selected">ms channel 100x50x2240 red-selected">mred-selected">m 227 service clared-selected">mp for round pole 228 red-selected">m.s. bolt and nuts off size with washer 229 l.t. cable 3.5ox4oo so red-selected">m 230 ltxlpe insulated,unarred-selected">moured alured-selected">miniured-selected">m singlc corc cable,1x240sq. red-selected">mred-selected">m.sizc 231 lt xlpe insulatcd,unarred-selected">moured alured-selected">miniured-selected">m singlc core cablc,1x400 sq. red-selected">mred-selected">m.size 232 earthing of 250 kva t/f with g.i. pip[ 233 earthing rod cored-selected">mplet. 234 1 1 kv d.o. fi]se sets 235 1 1 kv tpred-selected">mo 236 d.d. wire 70 qs red-selected">mred-selected">m 237 250 kva t/f 238 l.t. cubical b0x cored-selected">mplete 239 l,t. cable 3.50x240 sq red-selected">mred-selected">m 240 stay set cored-selected">mplete, 241 alured-selected">minired-selected">mured-selected">m lug 70 sqred-selected">mred-selected">m 242 alured-selected">minired-selected">mured-selected">m lug 240 sqred-selected">mred-selected">m 243 alured-selected">minired-selected">mured-selected">m lug 400 sqred-selected">mred-selected">m 244 pvc tape 245 t/f bushing connector of copper strip 246 labour , cartage & errection charges and disred-selected">mentaling of existing t/f 247 disred-selected">mentling and cartage frored-selected">m site to store charges 7% (other red-selected">misclenous charges)