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List of latest m-s-flat Tenders in Indian Tenders. Click on any m-s-flat Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for m-s-flat Tenders.

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Central Government/Public Sector

TRN :34410149 | 12 May, 2025

Tender Value : 0

Meerut - Uttar Pradesh

Tender for gemspan> bids for table saw blade two fifty four mspan>mspan> bosch for table saw , gear set for table saw , packing kit for ten kva gen set , head gas kit for ten kva gen set , water hose pipe two inch for ten kva gen set , oil pipe for ten kva gen set , fuel filter half ltr for ten kva gen set , piston ring set for ten kva gen set , fan belt for ten kva gen set , submspan>ersible pumspan>p one hp submspan>ersible pumspan>p , three core flat cable two point five sq mspan>mspan> for submspan>ersible pumspan>p , starter for submspan>ersible pumspan>p , pipe zero point seventy five inch for submspan>ersible pumspan>p , hanging wire for submspan>ersible pumspan>p , packing kit zero two cylinder for gen set ten kva two cylinder , hose pipe for gen set ten kva two cylinder , oil pipe with benzo bolt and washer for gen set ten kva two cylinder , dc mspan>otor eighteen volts for cordless screw driver half inch , carbon brush for bosch professional gbs one eighty lt for cordless screw driver half inch , copper winding wire twenty swg for two eight one two seven drilling radial mspan>achine forty eight inch , single phase preventer for two eight one two seven drilling radial mspan>achine forty eight inch , backing pad one fifty mspan>mspan> for sander electric turbo size six inch , pvc copper cable three core four sq mspan>mspan> for three phase electricity connection , dol starter fifteen amspan>p for three phase electricity connection , mspan>cb with box forty amspan>p four pole for three phase electricity connection , pressure switch range hundred to two one three psi t fifteen kg cmspan> sq for three phase electricity connection , pressure gauge zero to three hundred lb in two for three phase electricity connection

State Government

TRN :34399969 | 14 May, 2025

Tender Value : 0

Kanpur - Uttar Pradesh

Tender for gemspan> bids for suction casing , delivery casing , stage casing , diffuser , pumspan>p shaft , imspan>peller , bearing housing , bearing cover outer , bearing cover inner , flat gasket set , sealing washer set , o ring set , felt seal set , lantern ring , stuffing box housing , gland , gland packing , wear ring , deflector , spacer bearing , spacer , shaft sleeve , sleeve suction side , throttle bush , cylindrical pin set , balancing drumspan> , drumspan> housing , grease nipple , tie bolt set , lock nut and lock washer set , key imspan>peller , key balancing drumspan> , key coupling , fasteners setfor eco pumspan>p-4mspan>d 125 305v-d , coupling set for eco pumspan>p-4mspan>d 125-305v-d , bearing end cover , oil ring 1 set mspan>eans 2 nos , oil sleeve , casing assemspan>bly , casing wear ring 1 set mspan>eans 2nos , gland 1 set mspan>eans 2 nos , pumspan>p shaft with keys , shaft sleeve 1 set mspan>eans 2nos , sleeve nut 1set mspan>eans 2 nos , liquid thrower 1set mspan>eans 2 nos , bearing nut , lantern ring 1set mspan>eans 2 nos , bearing sleeve , fasteners set for bahp pumspan>p-zmspan> ii 630 03 , air cock 1 set mspan>eans 3 nos , key casing and wear ring 1 set mspan>eans 2 nos , eye bolt , o ring sleeve , gasket 1 set mspan>eans 7 nos , constant level oiler 1 set mspan>eans 2nos , gland packing 1 setmspan>eans5 nos , vent filter breather 1 set mspan>eans 2nos , nipple constant level oiler 1 set mspan>eans 2 nos , oil seal 1set mspan>eans 3 nos , cooling connection 1setmspan>eans2nos , coupling - fbc-7 , shaft , casing ring , sleeve nut , bearing lock nut , imspan>peller key , bearing cover , coupling key , bearing lock washer , adapter , gasket set 1 set mspan>eans 7 nos , stuffing box , o ring set rubber cord , circlip , fasteners set for balp pumspan>p 10ad 13.5 , fenner pin and bush copuling - fbc - 5 , shaft with keys , imspan>peller ring , gland packing 1 set mspan>eans 12 nos , sleeve , lock nut sleeve , lock nut bearing , bearing housing in board , bearing housing out board , water deflector , bearing cap , stuffing box bushing , shaft collar , gasket set , fasteners set for fahp pumspan>p-8a 20b , fenner pin and bush coupling - fbc - 6a , bearing cap outer , bearing cap inner , flat gasket set 1 set mspan>eans 3 nos , sealing washer set 1set mspan>eans 4 nos , o-ring set 1 setmspan>eans 8 nos , gland packing set 1set mspan>eans 6 nos , cylindrical pin set 1 set mspan>eans 3 nos , tie bolt set 1 set mspan>eans 8 nos , lock nut and lock washer set , key balancing orumspan> , key spacer , fasteners set for seal water pumspan>p 3mspan>d 125 305vd , coupling set for seal water pumspan>p 3mspan>d 125 305vd

Central Government / Public Sector

TRN :34404011 | 10 May, 2025

Tender Value : 0

Kinnaur - Himachal Pradesh

Tender for gemspan> bids for roof sheet 0 point 60 mspan>mspan> , hollow iron , angle or flat iron , nut and bolt , earthing , lightening arrester , fire extinguisher 2kg , window , synthetic enamspan>el paint , red oxide , glass dividing strip 3mspan>mspan> thick , sealing mspan>aterial silicon tube 200 gmspan> , turpentine oil , weather proof exterior emspan>ulsion paint , brush 75 mspan>mspan> , rapid hardener sika quicest sika at 64 , storage racks three tier , ordinary portland cemspan>ent , coarse sand , stone aggregate shall be crushed stone 20mspan>mspan> graded , stone aggregate shall be crushed stone 40mspan>mspan> graded , stone aggregate shall be crushed stone 10 to12 mspan>mspan> graded , 18 watt led tube rod and all neccessary fittings , bulk head housing with led bulb 9 watt , switch 5 amspan>p piano , switch piano flush type 15 amspan>p socket mspan>ulti purpose , ceiling rose , pvc square block , conduit pipe 25mspan>mspan> dia , pvc flexible pipe 25 mspan>mspan> inch , pvc t bend 25 mspan>mspan> dia , pvc l bend 25 mspan>mspan> dia , clamspan>ps for conduit pipe 25 mspan>mspan> dia , gang box 5 switches 5 amspan>ps , sds 2 point 5 inch , sds 1 point 5 inch , screw full threaded half inch 200 nos , screw full threaded 1 inch 200 nos , pvc single core1 sqmspan>mspan> , pvc single core 1 point 5 sqmspan>mspan> , pvc single core 2 point 5 sqmspan>mspan> , mspan>cb 6 amspan>p sp , mspan>cb 16 amspan>p sp , isolator 63 amspan>p dp , insulation tape 25mspan>mspan> , 16 sqmspan>mspan> three core copper armspan>oured cable , change over swith double pole 03 phase 100 amspan>ps , factory mspan>ade sheet distribution board 12 way

Central Government / Public Sector

TRN :34404033 | 10 May, 2025

Tender Value : 0

Kinnaur - Himachal Pradesh

Tender for gemspan> bids for roof sheet 0 point 60 mspan>mspan> , hollow iron , angle or flat iron , nut and bolt , earthing , lightening arrester , fire extinguisher 2kg , window , synthetic enamspan>el paint , red oxide , glass dividing strip 3mspan>mspan> thick , sealing mspan>aterial silicon tube 200 gmspan> , turpentine oil , weather proof exterior emspan>ulsion paint , brush 75 mspan>mspan> , rapid hardener sika quicest sika at 64 , storage racks three tier , ordinary portland cemspan>ent , coarse sand , stone aggregate shall be crushed stone 20mspan>mspan> graded , stone aggregate shall be crushed stone 40mspan>mspan> graded , stone aggregate shall be crushed stone 10 to12 mspan>mspan> graded , 18 watt led tube rod and all neccessary fittings , bulk head housing with led bulb 9 watt , switch 5 amspan>p piano , switch piano flush type 15 amspan>p socket mspan>ulti purpose , ceiling rose , pvc square block , conduit pipe 25mspan>mspan> dia , pvc flexible pipe 25 mspan>mspan> inch , pvc t bend 25 mspan>mspan> dia , pvc l bend 25 mspan>mspan> dia , clamspan>ps for conduit pipe 25 mspan>mspan> dia , gang box 5 switches 5 amspan>ps , sds 2 point 5 inch , sds 1 point 5 inch , screw full threaded half inch 200 nos , screw full threaded 1 inch 200 nos , pvc single core1 sqmspan>mspan> , pvc single core 1 point 5 sqmspan>mspan> , pvc single core 2 point 5 sqmspan>mspan> , mspan>cb 6 amspan>p sp , mspan>cb 16 amspan>p sp , isolator 63 amspan>p dp , insulation tape 25mspan>mspan> , 16 sqmspan>mspan> three core copper armspan>oured cable , change over swith double pole 03 phase 100 amspan>ps , factory mspan>ade sheet distribution board 12 way

Central Government/Public Sector

TRN :34396787 | 13 May, 2025

Tender Value : 0

Secunderabad - Telangana

Tender for gemspan> bids for 4 siemspan>ens profibus olmspan> mspan>odule as per annexure siemspan>ens ifp 15 flat panel touch screen mspan>onitor as per annexure

Central Government/Public Sector

TRN :34397547 | 12 May, 2025

Tender Value : 0

Haridwar - Uttaranchal

Tender for gemspan> bids for 36200 13% mspan>n. non-mspan>agnetic steel flat bars hot rolled spec. hw10578 rev: 03 size- 70x10 mspan>mspan> 13% mspan>n. non-mspan>agnetic steel flat bars hot rolled spec. hw10578 rev: 03 size- 80x15 mspan>mspan> 13% mspan>n. non-mspan>agnetic steel flat bars hot rolled spec. hw10578 rev: 03 size- 20x80 mspan>mspan>

Central Government/Public Sector

TRN :34375233 | 26 May, 2025

Tender Value : 0

Mumbai - Maharashtra

Tender for gemspan> bids for obs inlet air filter dry b type , valve assyi l hv sp ex45 trc 2 , valve assly dis hvsp , valve finger type dia 70 cyl , valve finger type dia 50 cyl , gasket 70 cyl to valve flat , gasket valve flat to 70 head , gasket 50 cyl to valve flat , gasket valve flat to 50 head , obs del ul valve 3 by 4 inch bsp , obs nrv assy 1 half inch bspteflon , bush centering sstshpsp , souvassy 220 v g1 by 4 inch no 3 by 2 , temspan>p switch-vt tl999l by kp81 , pressure switch hp 10 by 20 , auto drain valve , 1 st stage pressure gauge 0 to 10 kg per cmspan>2 , 2 st stage pressure gauge 0 to 25 kg per cmspan>2 , 3 st stage pressure gauge 0 to 45 kg per cmspan>2 , svassy 3 by 4 inch bsp 18 ksc , svassy 3 by 4 inch bsp 07ksc , safety valve by sv assy 1 by 2 inch bsp 36 kschp , head dia so cly sp mspan> by c sp 10 by 12 , head dia 127 mspan> by c hv , piston ring dia 70 , piston ring dia 50 , solenoid valve no 12 vdc

Local Bodies

TRN :48606691 | 15 May, 2025

Tender Value : 56.65 Crore

Prayagraj - Uttar Pradesh

Tender for tender for kareli - nurulla road to askari mspan>arket road block c and block d housing schemspan>e and nurulla road fromspan> mspan>ahavir chauraha to karamspan>at ki chowki near sasur khedari river and also till the connecting road - clearing grass and remspan>oval of rubbish upto a distance of 30 mspan> outside the periphery of the area as per technical specification clause 201. 3 dismspan>antling of existing structures like culverts, bridges, retaining walls and other structure comspan>prising of mspan>asonry, cemspan>ent concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismspan>antled mspan>aterial, disposal of unserviceable mspan>aterial and stacking the serviceable mspan>aterial with all lifts and lead of 60 mspan>etres as per instructions of e-i-c. (by mspan>echanical mspan>eans). 4 i) cemspan>ent concrete 5 ii) reinforced cemspan>ent concrete/ r.b. 6 dismspan>antling of flexible pavemspan>ents and disposal of dismspan>antled mspan>aterial up to a lead of 100 mspan>, stacking serviceable and unserviceable mspan>aterials separately as per technical specification clause 202. bitumspan>inous / granular courses (by mspan>echanical mspan>eans) 7 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 8 remspan>oving all type of humspan>e pipes and stacking within a lead of 1000 mspan>etres including t&p, earthwork and dismspan>antling of mspan>asonry works. 9 (i) up to 600 mspan>mspan> dia 10 remspan>oval of telephone / electric poles / street light / lamspan>p post including excavation and dismspan>antling of foundation concrete and lines under the supervision of concerned departmspan>ent, disposal with all lifts and up to a lead of 1000 mspan>etres and stacking the serviceable and unserviceable mspan>aterial separately 11 disposal of mspan>oorumspan>/building rubbish mspan>alba/ simspan>ilar unserviceable, dismspan>antled or waste mspan>aterial by mspan>echanical transport including loading, transporting, unloading to approved mspan>unicipal dumspan>ping ground for lead upto 10 kmspan> for all lifts, comspan>plete as per directions of engineer-in-charge. note- itemspan> to be applicable in urban areas having directions for restricted hours for mspan>ovemspan>ent/ plying of load carrying mspan>otor vehicle of 3.5 cumspan> or mspan>ore. 12 dewatering using 10hp to 70hp diesel engine pumspan>p set including hire charges, cost of diesel, engine oil, pumspan>p operator, labor charges, conveyance of pumspan>p set and fuel to site and back, loading, unloading and any other incidental charges etc., comspan>plete. (hire charges for diesel pumspan>p set for 10 hp) 13 [b] bill no. 2 - earthworks 14 excavation for road work in soil with hydraulic excavator of 0.9 cumspan> bucket capacity including cutting and leading in tippers, trimspan>mspan>ing bottomspan> and side slopes, in accordance with requiremspan>ents of lines, grades and cross sections and transporting to the emspan>bankmspan>ent location within all lifts and lead upto 1000mspan> 15 remspan>oval of unserviceable soil including excavation loading and disposal but excluding replacemspan>ent by suitable soil which shall be paid separately as per clause 305 16 i) lead upto 1000 mspan> 17 ii) lead upto 8000 mspan> 18 earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, remspan>oval of stumspan>ps and other deleterious mspan>atter dressing of sides and bottomspan>, backfilling the excavation earth to the extent required and utilizing the remspan>aining earth locally for road work. 19 mspan>echanical mspan>eans (depth upto 1.5 mspan>) 20 i) excavation 21 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cmspan> in depth, consolidating each deposited layer by ramspan>mspan>ing and watering, lead up to 50 and for all lift. 22 [c] bill no. 3 - developmspan>ent of carriageway 23 stabilization of in-situ (existing pavemspan>ent crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cemspan>ent and chemspan>ical additives / otherwise: providing pulverizing, spreading, mspan>illing and mspan>ixing of chemspan>ical additives at the appropriate rate as per job mspan>ix design in accordance with irc-sp-72-2015 , irc-37-2012 & 2018 and irc sp 89 (part ii) 2018. cemspan>entitious additive @ rate of mspan>inimspan>umspan> 5 - 7% and ccs/cs additive should be spread on the existing pavemspan>ent using a mspan>obile truck mspan>ounted containerized cemspan>ent/ additive spreader with mspan>icro processor controlled weighing and spreading systemspan>. the additive spreader shall have variable working width sufficient to cover whole pavemspan>ent lane. the in-situ stabilization process shall be carried out by a mspan>obile and self propelled stabilizer / reclaimspan>er of working width of 2.4 mspan> and with mspan>inimspan>umspan> engine horse power of 440 kw with a variable working depth up to 50 cmspan>. the resultant stabilized mspan>ix then would be profiled to the required grade, level and thickness using mspan>otor grader and the mspan>ix would be comspan>pacted using 20 tonne pad foot roller in comspan>bination with smspan>ooth wheel roller to achieve desired proctor density as per irc 37-2012 & 2018 and comspan>plete in all respect and curing with water as required including all mspan>aterials, labour and mspan>achinery etc. the entire in-situ process would be carried out in single pass with mspan>illing and pulverising of damspan>aged asphalt pavemspan>ent / soil/ aggregates / soil-aggregate mspan>ixture to the desired depth and with simspan>ultaneous addition of additives and water with mspan>achine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. the tandemspan> roller be followed by pneumspan>atic tyre roller. the mspan>inimspan>umspan> unconfined comspan>pressive strength (ucs) of stabilized sub base/ base should be 4.5 to 7 mspan>pa 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 mspan>ixes and mspan>aterials should be as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the train of equipmspan>ents to be used are binder spreader- water tanker- additive truck- recycler- padfoot roller (20 tonne) + single drumspan> comspan>pactor- grader- tandomspan> roller- pneumspan>atic tyreroller (20 tonne) 24 samspan>i layerproviding and laying stress absorbing mspan>emspan>brane interlayer (samspan>i)/bitumspan>en imspan>pregnated geotextile layer after clearing of the road surface geotextile conformspan>ing to physical requiremspan>ents of claues 703-3, laid over a tack coat of paving grade bitumspan>en 80- 100 penetration, laid at the rate of 1.05 kg per sqmspan> over thoroughly cleaned and repaired surface to provide a water resistance mspan>emspan>brane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, broomspan>ing and rolling of surface with pneumspan>atic roller to mspan>aximspan>ise paving fabric contact with pavemspan>ent surface. 25 providing and applying tack coat with bitumspan>en emspan>ulsion using emspan>ulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqmspan> on the prepared bitumspan>inous surface cleaned with mspan>echanical broomspan>. (tack coat on bitumspan>inous surfaces ) 26 providing and laying 40mspan>mspan>thickbitumspan>encarpete(b.c.) with 100-120 tph hot mspan>ix plant producing and average output of 75 tonege par hour using crushed aggregates of specified grading premspan>ixed with bitumspan>en binder(vg-30) @ 5.40% of mspan>ix as per mspan>ost specification clause. etc all comspan>p of work. 27 providing and laying in position ready mspan>ixed or site batched design mspan>ix cemspan>ent concrete for reinforced cemspan>ent concrete work; using coarse aggregate and fine aggregate derived fromspan> aggregat aggregate natural sources, portland pozzolana/ordinary portland/portland slag cemspan>ent, admspan>ixtures in recomspan>mspan>ended proportions as per is: 9103 to accelerate / retard setting of concrete, to imspan>prove durability and workability without imspan>pairing strength; including pumspan>ping 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 cemspan>ent up to 10% of the mspan>inimspan>umspan> specified cemspan>ent content in design mspan>ix shall. be payable separately. in case the cemspan>ent content in design mspan>ix is mspan>ore than 110% of the specified mspan>inimspan>umspan> cemspan>ent content, the contractor shall have discretion to either re-design the mspan>ix or bear the cost of extra cemspan>ent. 28 mspan>.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 mspan>easured 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 cemspan>ent concrete 1:3:6 nomspan>inal mspan>ix in foundation with crushed stone aggregate 40 mspan>mspan> nomspan>inal size mspan>echanically mspan>ixed, placed in foundation and comspan>pacted by vibration including curing for 14 days. (pcc below all paving area, kerb channel, road edge kerb, table top, property edge beamspan>) 32 construction of granular sub-base by providing close graded mspan>aterial, spreading in uniformspan> layers with mspan>otor grader on prepared surface, mspan>ixing by mspan>ix in place mspan>ethod with front end loader at omspan>c, and comspan>pacting with vibratory roller to achieve the desired density, comspan>plete as per clause 401 (by mspan>ix in place mspan>ethod) 33 i) for grading-i mspan>aterial 34 plain/reinforced cemspan>ent concrete in open foundation comspan>plete as per drawing and technical specifications, pcc grade mspan>30using batching plant transit mspan>ixer & mspan>anual placing(80 mspan>mspan> thickness) r & mspan>anual placingand giving broomspan> finish. (pcc with broomspan> finish thickness 80 mspan>mspan>) 35 providing and laying 75mspan>mspan> thick mspan>-30 grade batch mspan>ix cemspan>ent concrete and applying stamspan>ping finish to the top surface of freshly laid plain/ reinforced cemspan>ent 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 uniformspan> surface by using standard finishing techniques. the approved color hardener @ 2.7 kg/sqmspan> shall be applied evenly to the surface of the fresh concrete by the dry shake mspan>ethod by sprinkling in two or mspan>ore shakes, floated after each shake and trowelled only after the final floating. the approved release agent @ 0.113 kg/sqmspan> shall be applied evenly to the trowelled surface before stamspan>ping or the said release agent can be applied to the flexible polyurethane stamspan>p mspan>oulds of approved design and in required sizes to achieve final stamspan>ped pattern. these stamspan>pings shall be placed on the surface of concrete in three to four pieces at a timspan>e and tapped gently with ramspan>mspan>ers of sufficient size & weight to leave proper stamspan>p mspan>arks and the process repeated for the remspan>aining concrete surface till the hole surface to be stamspan>ped is comspan>pleted within the timspan>e while concrete is in plastic stage of setting.after stamspan>ping, the curing shall be done as per mspan>anufactures specifications. after initial curing the imspan>printed joints shall be grouted using cemspan>ent slurry mspan>ixed with color hardener as per theequiremspan>ent. the surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqmspan>.on finished surface.the construction joints shall be provided by groove cutting of size 4mspan>mspan> x 20mspan>mspan> in panel size 3mspan> x 3 mspan> or lesser as per the site conditions and filling the samspan>e with 10 mspan>mspan> baker rod and providing and laying (pu) polyurethane based joint sealer of approved mspan>ake as per mspan>anufacturer’s specifications and finished by applying polyurethane resin based top protective clear coat of mspan>inimspan>umspan> 80 mspan>icron applied with rollers on properly cured and dry clean surface. (cost of concrete for flooring is not included in this itemspan> which shall be paid separately.) 36 80 mspan>mspan> thick c.c. paver block of mspan>-35 grade with approved color design and pattern. 37 supply and fixing of tactile indicators mspan>ade fromspan> ss-304 grade stainless steel. warning tactile indicator shall be installed on the walking surface in a raised grid pattern of dots or stud. mspan>inimspan>umspan> 36 studs to be placed in 300x300 mspan>mspan> area. dimspan>ensions - 35mspan>mspan> outer dia x25mspan>mspan> inner dia, stemspan> dia 8mspan>mspan>x12mspan>mspan>, weight - 28grmspan>.all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property, all comspan>plete as per direction of engineer-in-charge. 38 supply & fixing of tactile indicators mspan>ade fromspan> ss-304 grade stainless steel. directorial tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. mspan>in 4 bars/strip to be placed in direction perpendicular to distance of travel in 300x300 mspan>mspan> area. dimspan>ensions-280mspan>mspan> l x 35mspan>mspan> w x 4.5mspan>mspan>, stemspan> dia 8mspan>mspan>x12mspan>mspan>, weight - 250grmspan> all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property., all comspan>plete as per direction of engineer-in-charge. 39 providing and laying tactile tile (for vision imspan>paired persons as per standards) of size 300x300x9.8 mspan>mspan> having with water absorption less than 0.5% and conformspan>ing to is : 15622 of approved mspan>ake in all colors and shades in for outdoor floors such as footpath, court yard, mspan>ulti mspan>odals location etc., laid on 20 mspan>mspan> thick base of cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand) in all shapes & patterns including grouting the joints with white cemspan>ent mspan>ixed with mspan>atching pigmspan>ents etc. comspan>plete as per direction of engineer-in-charge 40 chequerred precast cemspan>ent concrete tiles 22 mspan>mspan> thick in footpath & courtyard, jointed with neat cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of tiles, including rubbing and cleaning etc. comspan>plete, on 20 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:4 (1 cemspan>ent: 4 coarse sand). (dsr-11.20) 41 providing, laying and mspan>aking kerb channel 30 cmspan> wide and 50 mspan>mspan> thick with cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand:6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40 mspan>mspan> nomspan>inal size, well ramspan>mspan>ed and consolidated and grouted with fine sand, including finishing the top smspan>ooth etc. comspan>plete 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 mspan>ade kerb stone of mspan>-25 grade cemspan>ent concrete in position to the required line, level and curvature, jointed with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent: 3 coarse sand), including mspan>aking joints with or without grooves (thickness of joints except at sharp curve shall not to mspan>ore than 5mspan>mspan>), including mspan>aking drainage opening wherever required comspan>plete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be mspan>easured for paymspan>ent). (precast c.c. kerb stone shall be approved by engineer-in-charge). 43 cc grade mspan>20 using batching plant transit mspan>ixer & mspan>anual placing all comspan>plete as per direction of e-i-c. 44 [e] bill no. 5 -parking 45 construction of granular sub-base by providing close graded mspan>aterial, spreading in uniformspan> layers with mspan>otor grader on prepared surface, mspan>ixing by mspan>ix in place mspan>ethod with front end loader at omspan>c, and comspan>pacting with vibratory roller to achieve the desired density, comspan>plete as per clause 401 (by mspan>ix in place mspan>ethod) 46 i) for grading-i mspan>aterial 47 supplying and filling in plinth with sand under floors/in trenches, including watering, ramspan>mspan>ing, consolidating and dressing all comspan>plete with mspan>aterial (fromspan> source to site), labor and t&p etc. required for proper comspan>pletion of the work. (including royalty). 48 plain cemspan>ent concrete 1:3:6 nomspan>inal mspan>ix in foundation with crushed stone aggregate 40 mspan>mspan> nomspan>inal size mspan>echanically mspan>ixed, placed in foundation and comspan>pacted by vibration including curing for 14 days and giving broomspan> finish. (pcc) 49 providing and laying factory mspan>ade chamspan>fered edge cemspan>ent concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, mspan>ade by table vibratory mspan>ethod using pu mspan>ould, laid in required colour & pattern over 50mspan>mspan> thick comspan>pacted bed of sand, comspan>pacting and proper emspan>bedding/laying of inter locking paver blocks into the sand bedding layer through vibratory comspan>paction 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. comspan>plete all as per direction of engineer-in-charge.80 mspan>mspan> thick c.c. paver block of mspan>-35 grade with approved color design and pattern. 50 [f] bill no. 6 -cycle track 51 nil 52 [g] bill no. 7 - traffic signs, mspan>arkings and other road appurtenances 53 providing and erecting 2.00 mspan>etre high temspan>porary barricading at site; each panel of size 2.50mspan>x2.00mspan> mspan>ade of 40x40x6mspan>mspan> angle iron or 50x50x3mspan>mspan> hollow mspan>s tube posts/horizontal mspan>emspan>bers/bracings covered with 1.63mspan>mspan> thick mspan>s sheet. the sheet shall be fixed with 30x5mspan>mspan> mspan>s flat by suitable welding/riveting. the panels shall be mspan>ade so that gap of 50cmspan> above the ground is available mspan>aking overall height as 2.5mspan>. mspan>s channel islc 75 @ 5.70 kg/mspan>, 50cmspan> long shall be provided at the bottomspan> having oval shaped holes of size 50x25mspan>mspan> at both ends with 50cmspan> long mspan>s angle 40x40x6mspan>mspan> bracing. suitable arrangemspan>ent shall be mspan>ade to fix the barricading to avoid fromspan> overturning by providing 250mspan>mspan> long expansion fasteners at both ends. the work shall be executed as per drawing/direction of engineer-in-charge which includes writing and painting, arrangemspan>ent for traffic diversion such as traffic signals during construction at site for day and night, glow lamspan>ps, reflective signs, mspan>arking, 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 fromspan> one location to another location as mspan>any timspan>es as required during the execution of the entire work till its comspan>pletion. rate include its mspan>aintenance for damspan>ages, painting, all incidentals, labour mspan>aterials, equipmspan>ents and works required to execute the job. the barricading shall not be remspan>oved without prior approval of engineer[1]in-charge.(note :- one timspan>e paymspan>ent shall be mspan>ade for providing barricading fromspan> start of work till comspan>pletion of work i/c shifting. the barricading provided shall remspan>ain to be the property of the contractor on comspan>pletion of the work). 54 reflective raised pavemspan>ent mspan>arkers (cat eye/ road stud) supply and fixing of raised pavemspan>ent mspan>arker with mspan>ade of plastic body of rpmspan>/ road stud shall be mspan>oulded fromspan> asa (acrylic styrene acrylonitrile) or hips (high-imspan>pact polystyrene) or acrylonitrile butadiene styrene (abs) or any other suitable mspan>aterial approved by the engineer. the mspan>arker shall support a load of 13,635 kg tested in accordance with astmspan> d4260. the reflective panels shall consist, of numspan>ber of lenses containing single or dual prismspan>atic cubes capable of providing total internal reflection of the light entering the lens face. lenses shall be mspan>oulded of mspan>ethyl mspan>ethacrylate conformspan>ing to astmspan> 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.cmspan>. the mspan>arker height shall not be less than 10 mspan>mspan> and shall not exceed 20 mspan>mspan> & width shall not exceed 130 mspan>mspan> the base of the mspan>arker shall be flat within 1.3 mspan>mspan> all road studs shall be legibly mspan>arked with the namspan>e trade or other mspan>eans of identification of the mspan>anufacture. epoxy installations, excess adhesive around the edge of the mspan>arker, excess adhesive on the pavemspan>ent and adhesive on the exposed surfaces of the mspan>arkers shall be imspan>mspan>ediately remspan>oved. the contractor shall submspan>it a two year warranty for satisfactory field performspan>ance including stipulated retro-reflectance of the reflecting panel , to the engineer . in addition , a two year warranty for satisfactory infield performspan>ance of the finished road mspan>arker shall also be given by the contractor who carries out the work of fixing of reflective road mspan>arkers. in case the mspan>arkers are, displaced , damspan>aged . get worn out or lose their reflectivity comspan>pared to stipulated standards , the contractor would be required to replace all such mspan>arkers within 15 days of the intimspan>ation fromspan> the engineer , at his own cost. the rate shall include all mspan>aterials, labor, t&p, transportation, installation and incidentals all comspan>plete as per direction of the engineer-in-charge, 55 rpmspan> with shank 56 solar power road mspan>arker the solar studs shall be mspan>ade of alumspan>inumspan> alloy and polycarbonate mspan>aterial which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with astmspan> d4280. its color mspan>ay be white, red, yellow, green or blue or comspan>bination as directed by the engineer. its water resistance shall mspan>eet the requiremspan>ents of ip 65 in accordance with is: 12063:1987 category 2 for the protection against water ingress. the dimspan>ensions of solar studs shall not be less than 100 mspan>mspan> * 100 mspan>mspan> * 10 mspan>mspan>. it shall have super bright leds so as the provide long visibility fromspan> a distance of mspan>ore than 800 mspan>. its flashing rate shall not be less than 1 hz. its should be able to give the prescribed performspan>ance in the temspan>perature range of -40 degree c to +55 degree c. its life shall be not less than 3 years. the rate shall include all mspan>aterial, labor, equipmspan>ents, fabrication, transportation erection, installation and incidentals all comspan>plete as per direction of the engineer-in-charge 57 r.cc work (1:1.5:3) (mspan>-20) with cemspan>ent course sand &20mspan>mspan> the stone grit including all comspan>plete cemspan>ent concrete with cemspan>ent sand &20mspan>mspan> gauge stone grit with the proportion of (1:1.5:3)including all comspan>plete the work (mspan>orth ra-12.8 c, case-ii) 58 mspan>.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 enamspan>el paint in all shades on new plastered concrete surfaces 60 mspan>.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 mspan>.s. grill with enamspan>ul paint etc all comspan>plete work. (s.i. 15.15 new itemspan> no.) 62 providing and applying 2.5 mspan>mspan> thick road mspan>arking strips (retro- reflective) of specified shade/ colour using hot thermspan>oplastic mspan>aterial by fully/ semspan>i automspan>atic thermspan>oplastic paint applicator mspan>achine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of mspan>aterial, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign mspan>aterial etc. comspan>plete as per direction of engineer-in-charge and accordance with applicable specifications. 63 providing and fixing of retro- reflectorized cautionary, mspan>andatory and informspan>atory sign as per irc :67 mspan>ade of high intensity grade sheeting type-ivvide clause 801.3, 2mspan>mspan> thick alumspan>inumspan> sheeting, 1.5 mspan>mspan> thick supported on mspan>ild steel angle iron post 75mspan>mspan>* 75mspan>mspan> 6mspan>mspan> firmspan>ly fixed to the ground by mspan>eans of properly designed foundation with mspan>15 grade cemspan>ent concrete 45cmspan> 45cmspan>60 cmspan>, 60 cmspan> 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, daytimspan>e, color and lumspan>inance, shrinkage, flexibility, liner remspan>oval, adhesion, imspan>pact resistance, specular gloss and fungus resistance, 3 years outdoors weathering and its having passed these tests shall be obtained fromspan> international/ governmspan>ent laboratory/ institute by the mspan>anufacturer of the sheeting and in case the certificate is obtained fromspan> international condition, it should be also obtained fromspan> indian condition within 3 years of launching ofproduct by the mspan>anufacturing abroad. alternatively, a certificate conformspan>ing to astmspan> specification (d4956-09) on artificial accelerated weathering requiremspan>ent fromspan> a reputed laboratory in india can be accepted provisionally. in such a situation , the emspan>ployer/client, if so desires, could seek for a performspan>ance guarantee which would be released after receipt of certificate mspan>eeting the requiremspan>ent of 3 years outdoor weathering of the sheeting as per irc 67:2012 . legends, letters, numspan>erals, and borders etc. should be as per mspan>ort&h specification 801.3.7. proof of the samspan>e in formspan> of governmspan>ent reports shall be uploaded while quoting tender. 64 90 cmspan> equilateral triangle with diffinitation plate size (20cmspan> x 60 cmspan>) 65 60 cmspan> equilateral triangle with diffinitation plate size (20cmspan> x 60 cmspan>) 66 60 cmspan> circular with diffinitation plate size (20cmspan> x 60 cmspan>) 67 80mspan>mspan> x 60mspan>mspan> rectangularwith diffinitation plate size (20cmspan> x 60 cmspan>) 68 60 mspan>mspan> x 45 mspan>mspan> rectangularwith diffinitationplate size (20cmspan> x 60 cmspan>) 69 60cmspan> x 60cmspan> square with diffinitation plate size (20cmspan> x 60 cmspan>) 70 90 cmspan> high octagon 71 direction and place identification signs up to 0.90 sqmspan> size board providing and erecting direction and place identification retro-reflectorized sign as per irc-67 mspan>ade 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, daytimspan>e color and lumspan>inance, shrinkage, flexibility, liner remspan>oval, adhesion, imspan>pact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained fromspan> international/governmspan>ent laboratory/ institute by the mspan>anufacturer of the sheeting and in case the certificate is obtained fromspan> international condition, it should also be obtained fromspan> indian condition within 3 years of launching of product by the mspan>anufacture in abroad. alternatively, a certificate conformspan>ing to astmspan> specification (d4956-09) on artificial accelerated weathering requiremspan>ents fromspan> a reputed laboratory in india can be accepted provisionally. in such a situation, the emspan>ployer/ client, if so desires, could seek for a performspan>ance guarantee which would be released after receipt of certificate mspan>eeting the requiremspan>ent of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numspan>erals and borders etc. should be as per mspan>ort&h specification no-801.3.7. sheet fixed over alumspan>inumspan> sheeting 2 mspan>mspan> thick with area not exceeding 0.9 sqmspan>. supported on a mspan>ild steel single angle iron post 75x75x6 mspan>mspan> firmspan>ly fixed to the ground by mspan>eans of property designed foundation with mspan>-15 grade cemspan>ent concrete 45x45x60cmspan>., below ground level as per approved drawing, comspan>plete. 72 direction and place identification signs with size mspan>ore than 0.90 sqmspan> size boardproviding and erecting direction and place identification retro-reflectorized sign as per irc-67 mspan>ade 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, daytimspan>e color and lumspan>inance, shrinkage, flexibility. liner remspan>oval, adhesion, imspan>pact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained fromspan> international/governmspan>ent laboratory/ institute by the mspan>anufacturer of the sheeting and in case the certificate is obtained fromspan> international condition, it should also be obtained fromspan> indian condition within 3 years of launching of product by the mspan>anufacture in abroad. alternatively, a certificate conformspan>ing to astmspan> specification (d4956-09) on artificial accelerated weathering requiremspan>ents fromspan> a reputed laboratory in india can be accepted provisionally. in such a situation, the emspan>ployer/client, if so desires, could seek for a performspan>ance guarantee which would be released after receipt of certificate mspan>eeting the requiremspan>ent of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numspan>erals and borders etc. should be as per mspan>ort&h specification no-801.3.7. sheet fixed over alumspan>inumspan> sheeting 2 mspan>mspan> thick with area exceeding 0.9 sqmspan>. supported on a mspan>ild steel single angle iron post 75x75x6 mspan>mspan> firmspan>ly fixed to the ground by mspan>eans of property designed foundation with mspan>-15 grade cemspan>ent concrete 45x45x60 cmspan> below ground level as per approved drawing, comspan>plete. 73 providing and erecting overhead signs with a corrosion resistant 2mspan>mspan> thick alumspan>iniumspan> 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 systemspan> of alumspan>iniumspan> alloy or galvanised steel trestles and trusses of sections and type as per structural design requiremspan>ents and approved plans & as per irc :67 74 brick mspan>asonry work in cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) in foundation comspan>plete with cemspan>ent concrete bricks procured fromspan> c&d waste recycling plant baswar excluding pointing and plastering, as per drawing and technical specifications. 75 struck pointing with cemspan>ent mspan>ortar consisting of 1 part cemspan>ent and 2 parts of fine sand of 1.25 finerness mspan>odulus.sor 2022 si no574 76 12 mspan>mspan> cemspan>ent plaster finished with a floating coat of neat cemspan>ent of mspan>ix 1:3 (1 cemspan>ent :3 sand)and as per direction of engineer in charge. 77 finishing walls with ready mspan>ixed premspan>iumspan> acrylic emspan>ulsion paint (comspan>pany depot tinted) having volatile organic comspan>pound (voc)less than 50 gmspan>/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 mspan>ore coats applied @1.43 liter/10sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 0.90 liter/10 sqmspan>) 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 mspan>mspan> x 25 mspan>mspan> and 1.6mspan>mspan> 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 cemspan>ent concrete 1:3:6 nomspan>inal mspan>ix in foundation with crushed stone aggregate 40 mspan>mspan> nomspan>inal size mspan>echanically mspan>ixed, placed in foundation and comspan>pacted by vibration including curing for 14 days.(pcc below pipe of stormspan> water, sewer, water, inspection chamspan>ber for stormspan> water, telecomspan> chamspan>ber, power chamspan>ber and sewer) 81 providing and laying non pressure np-3 class (mspan>ediumspan> duty) r.c.c. pipes including collars/spigot jointed with stiff mspan>ixture of cemspan>ent mspan>ortar in the proportion of 1:2 (1 cemspan>ent : 2 fine sand) including testing of joints etc. comspan>plete (stormspan> water, sewer) 82 600 mspan>mspan> dia rcc pipes 83 providing of 7- way 40mspan>mspan> mspan>ulti ducts with solid permspan>anently solidly lubricated silicone in inner layer for ict fiber cables conformspan>ing to astmspan> f 2160, astmspan> d 2444 and /or equivalent indian standard. external sheathshall be in orange colorand shall be free fromspan> 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 1.2mspan>mspan> +/-0.2mspan>mspan>. the inner surface of the mspan>ulti channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. wall thickness(mspan>mspan>) of each of the ducts excluding rib height shall be 2.9mspan>mspan> +/- 0.3mspan>mspan>. iso requiremspan>ents- iso 9001, 14001, 18001, comspan>plete as per specifications and directions of engineer-in-charge. (7 way mspan>ulti utility duct for ofc) 84 supply of hdpe pipe of size 110mspan>mspan> for distribution systemspan> conformspan>ingn to latest/ relevant i.s. 4984/1995 specifications with all jointing mspan>aterials and specials conformspan>ing 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 themspan> into the trenches and laying true to alignmspan>ent and gradient and jointing etc. comspan>plete (including testing of pipe lines and cutting of pipes for mspan>aking up the length but excluding the cost of trenches) all comspan>plete as per instructions of engineer-in-charge.110mspan>mspan> dia hdpe pipe pn-6 class pe-100 85 supply of hdpe pipe of size 63mspan>mspan> for distribution systemspan> conformspan>ingn to latest/ relevant i.s. 4984/1995 specifications with all jointing mspan>aterials and specials conformspan>ing 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 themspan> into the trenches and laying true to alignmspan>ent and gradient and jointing etc. comspan>plete (including testing of pipe lines and cutting of pipes for mspan>aking up the length but excluding the cost of trenches) all comspan>plete as per instructions of engineer-in-charge.63mspan>mspan> dia hdpe pipe pn-6 class pe-100 86 rcc grade mspan>20 using batching plant transit mspan>ixer & mspan>anual placing ( side wall, bottomspan> slab for all inspection chamspan>ber i.e. stormspan> water, telecomspan>, power, sewer, water) 87 supply and installation on site - recessed double seal ofwith a clear opening of750750 mspan>mspan> di mspan>anhole cover and framspan>e(mspan>aterial- ductile iron grade 500/7) of class b125 having mspan>inimspan>umspan> 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 of750750 mspan>mspan> di mspan>anhole cover and framspan>e(mspan>aterial- ductile iron grade 500/7) of class d400 having mspan>inimspan>umspan> 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. (stormspan> water) 89 supply and fixing gully grates red 048 grh – 300 750mspan>mspan> d.i. gully grate & framspan>e in d400 load class , as per bs en 124 black bitumspan>en paint, all comspan>plete as per direction of engineer-in-charge. 90 constructing rcc rectangular type mspan>anholewith a floating coat of neat cemspan>ent, foundation concrete 1:6:12mspan>ix (1 cemspan>ent : 6 coarse sand : 12 graded brick bats 40 mspan>mspan> nomspan>inal size), and mspan>aking necessary channel in cemspan>ent concrete of mspan>-25 grade finished with a floating coat of neat cemspan>ent, all comspan>plete as per standard design and instruction of e-i-c. 91 restoration of water pipeline in case of damspan>age 92 [i] bill no. 9 - horticulture / landscaping works 93 trenching in ordinary soil up to required depth including remspan>oval and stacking of serviceable mspan>aterials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and mspan>aking the trenched area with designed mspan>ounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mspan>ixed with mspan>anure and properly watering comspan>plete work in required topography as per drawing & specifications. 94 supplying and stacking of good earth at site including royalty but including carriage1kmspan> (earth mspan>easusred in stacks will be reduced by 20% for paymspan>ent). 95 supplying and stacking at site dumspan>p mspan>anure fromspan> approved source,including carriage up to 1 kmspan> (mspan>anure mspan>easured in stacks will be reduced by8% for paymspan>ent) 96 mspan>ixing earth and mspan>anure in specified proportion or as directed. 97 rough dressing the trenched ground including breaking the clods. 98 fine dressing the ground 99 spreading ofmspan>ixed good earth and mspan>anure in specified proportions as above and in required thickness. 100 uprooting weeds fromspan> 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 50mspan>mspan> to 60mspan>mspan> thickness on existing ground prepared with proper level and ramspan>mspan>ing with required tools wooden and than rolling the surface with light roller mspan>ake the surface smspan>oothen and light watering the samspan>e, as per direction of officer in charge 102 preparation of mspan>ounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cmspan> in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 mspan>eter and lift upto 1.5 mspan> comspan>plete as per direction of officer-in-charge. 103 excavating, supplying and filling of local earth (including royalty) by mspan>echanical transport upto a lead of 5kmspan> also including ramspan>mspan>ing and watering of the earth in layers not exceeding 20 cmspan> in trenches, plinth,sides of foundation etc. comspan>plete. 104 providing and stacking of nauclea cadamspan>ba (kadamspan>) of height 150-165 cmspan>. in big poly bag of size 25 cmspan> as per direction of the officer-in-charge. 105 providing and stacking of nyctanthes arbor-tristis (hasingar) of ht. 90-105 cmspan> in earthen pots of size 20 cmspan> as per direction of the officer-in-charge. 106 providing and stacking of termspan>inalia arjuna of height 150-165 cmspan>. in big polybags of size 25 cmspan> as per direction of the officer-in-charge. 107 providing and stacking of plumspan>eria alba dwarf dwarf of height 90-105 cmspan>. with 3-4 branches and thick stemspan> in big size hdpe bags as per direction of the officer-in-charge. 108 providing and stacking of plumspan>eria rubra of height 120-150 cmspan>. with 3-4 branches and thick stemspan> in big size hdpe bags as per direction of the officer-in-charge. 109 providing and stacking of ficus panda of height 90-105 cmspan>. with 10-12 branches and healthy foliage, well formspan>ed in cemspan>ent pots of size 30 cmspan> as per direction of the officer-in-charge.. 110 providing and stacking of ficus reginald well branched, bushy of height 60-75 cmspan>. in earthen pots of size 25 cmspan> as per direction of the officer-in-charge.. 111 providing and stacking of duranta golden, having ht.15 to 20 cmspan> bushtyshape with fresh and healthy leaves in 15 cmspan> size of earthen pot/plastic pot & as per direction of the officer-in-charge.. 112 providing and stacking of tradescantia zebrina having in 15 cmspan> 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 cmspan> size ofpoly bags & as per direction of the officer-in-charge. 114 providing and stacking of asparagus sprengeri of height 30 cmspan> to 45 cmspan>, full of leafy branches in 15 cmspan> 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 cmspan>. as per direction of the officer-in-charge. 116 providing and displaying of croton petra bangalore variety having ht. 60 cmspan> to 75 cmspan> with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cmspan> size of earthen pot/plastic pot & as per direction of the officer-in-charge. 117 providing and fixing mspan>s iron tree guard 60 cmspan> dia and 2 mspan>etre high above ground level formspan>ed of 4 nos (25 x 6 mspan>mspan>) and 8 nos (25 x 3 mspan>mspan>) vertical mspan>s riveted to 3 nos (25 x 6 mspan>mspan>) iron rings in two halves, bolted together with 8 mspan>mspan> dia and 30 mspan>mspan> long bolts including painting two coats with paint of approved brand over a coat of primspan>ing, comspan>plete in all respects. 118 street light works (excluding gst) 119 supply & fixing of 9 mspan>tr gi octagonal pole of approved mspan>ake (top dia 70mspan>mspan>, bottomspan> dia 155 mspan>mspan> and base plate 12mspan>mspan> thik) having 3mspan>mspan> thikness with single armspan> bracket (1 mspan>tr length) on rcc foundation including the cost of foundation, foundation bolts, excavation & back filling and required t&p comspan>plete in all respect 120 supply and fixing of led street light fitting having die cast alumspan>iniumspan> body and diffuser with driver set suitable for 110 to 130 watt. confirmspan>ing to ip 66 protection comspan>plete in all respect. cat: aaa 121 supply and laying of 16 sq.mspan>mspan>. 4 core alumspan>iniumspan> conductor pvc insulated armspan>oured served sheathed cables 1100 volts grade at a depth of 750 mspan>mspan> below ground level over a cushion of 75 mspan>mspan>. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on mspan>.s. clamspan>ps etc. of suitable size or as directed by the engineer-incharge, comspan>plete in all respect. the armspan>ouring of the cable shall be properly connected with the earth conductor by clamspan>ps etc. 122 supplying and laying 6 swg g.i. wire at 0.50 mspan>etre below ground level for conductor earth electrode, including connection/termspan>ination with gi thimspan>ble etc. as required. 123 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mspan>mspan>, outer pipe 76mspan>mspan> inner dia38mspan>mspan> termspan>inal dia 12 mspan>mspan> ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 mspan>icron filled with crystalline conductive mspan>ixture (ccmspan>) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mspan>ixture of retaining capacity along with 30cmspan> square c.i. framspan>e with hinged cover & mspan>asonary housing. (fromspan> electrode termspan>inal to switch board, cost of 25 x 3 gi. strip will be extra) mspan>ake: as approved in u.p. p.w.d., & c.p.r.i. certified. 124 mspan>aking connection of each street light by s/l 1.5 sqmspan>mspan> frlsh copper wire comspan>plete as per direction of engineer in charge. 125 supply & fixing of 9 mspan>tr gi octagonal pole of approved mspan>ake (top dia 70mspan>mspan>, bottomspan> dia 155 mspan>mspan> and base plate 12mspan>mspan> thik) having 3mspan>mspan> thikness with double armspan> bracket (1 mspan>tr length each ) on rcc foundationincluding the cost of foundation, foundation bolts, excavation & back filling and required t&p comspan>pletee in all respect. 126 supply & laying of 63 mspan>mspan> dia (od-63 mspan>mspan> & id- 51 mspan>mspan> nomspan>inal) dwc hdpe pipe isi mspan>arked along with all accessories like socket, bend, couplers, etc. conformspan>ing to is 14930, part ii comspan>plete with fitting and cutting, jointing, etc. direct in ground (75 cmspan> below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, comspan>plete as required. 127 supply and fixing for automspan>atic street light cubical control juction box painted with anti-corrosive alkali and acid proof pait consisting of 6 amspan>ps mspan>cb (b - curve) comspan>plete in all respect 128 supply and fixing of 16 sq.mspan>mspan> plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and mspan>aking connection etc. comspan>plete in all respect as per direction of the engineer-incharge. 129 supply and fixing of 40 amspan>p. capacity of automspan>atic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of timspan>e switch tso 100 series with contactors, hrc fuses, isolating switch mspan>etering instrumspan>ent & instrumspan>ent box with cts etc. in case of tpn, comspan>plete in all respect. 130 supply and laying of 32 mspan>mspan> x 6 mspan>mspan> g.i. strip fromspan> earth electrode directly in the ground as required comspan>plete in all respect. 131 supply/ erection of surface mspan>ounted decorative pole 4500 mspan>mspan> long having base plate 300x300x12 mspan>mspan> with the bottomspan> dia 139 mspan>mspan> upto 1 mspan>tr long with the thickness of 3.6 mspan>mspan> and the top dia is 76 mspan>mspan> upto 3.5 mspan>tr. log. decorative pole mspan>ade out of galvanized iron tube with cast alumspan>iniumspan> emspan>bellishmspan>ents. the poles are painted with polyturetnane paint. the pole have service window at the bottomspan> on the pole for housing the mspan>cb and termspan>inal strips and as per attached drawings. 132 s/f of single armspan> decorative bracket 100 mspan>mspan> long mspan>ade of cast iron/ alumspan>iniumspan> emspan>bellishmspan>ents painted with polyturetnane paint. 133 supply of led decorative drop down light mspan>ade of alumspan>iniumspan> housing fitted with polycarbonate diffuser having 500 mspan>mspan> dia with 70 w. 134 supplyandlayingof alumspan>iniumspan>conductorpvc insulated armspan>oured served sheathed cables 1100 volts grade at a depth of 750 mspan>mspan> below ground level over a cushion of 75 mspan>mspan>. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on mspan>.s. clamspan>ps etc. of suitable size or as directed by the engineer-incharge, comspan>plete in all respect. the armspan>ouring of the cable shall be properly connected with the earth conductor by clamspan>ps etc. 16 sq. mspan>mspan> 4 core 135 supply and fixing following capacity of automspan>atic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of timspan>e switch tso 100 series with contactors, hrc fuses, isolating switch mspan>etering instrumspan>ent & instrumspan>ent box with cts etc. in case of tpn, comspan>plete 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 mspan>aking connection etc. comspan>plete in all respect as per direction of the engineer-incharge. 16 sq. mspan>mspan> 137 supply & laying of 63 mspan>mspan> dia (od-63 mspan>mspan> & id- 51 mspan>mspan> nomspan>inal) dwc hdpe pipe isi mspan>arked along with all accessories like socket, bend, couplers, etc. conformspan>ing to is 14930, part ii comspan>plete with fitting and cutting, jointing, etc. direct in ground (75 cmspan> below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, comspan>plete as required. 138 supply and laying 6 swg g.i. wire at 0.50 mspan>etre below ground level for conductor earth electrode, including connection/termspan>ination with gi thimspan>ble etc. as required. 139 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mspan>mspan>, outer pipe 76mspan>mspan> inner dia38mspan>mspan> termspan>inal dia 12 mspan>mspan> ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 mspan>icron filled with crystalline conductive mspan>ixture (ccmspan>) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mspan>ixture of retaining capacity along with 30cmspan> square c.i. framspan>e with hinged cover & mspan>asonary housing. (fromspan> electrode termspan>inal to switch board, cost of 25 x 3 gi. strip will be extra) mspan>ake: 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 sqmspan>mspan>. 143 lt xlpe insulated cable of size 3.5x240 sqmspan>mspan>. 144 lt xlpe insulated cable of size 3.5x150 sqmspan>mspan>. 145 lt xlpe insulated cable of size 3.5x70 sqmspan>mspan>. 146 9 mspan>tr long stp 147 hdpe pipe 140mspan>mspan> dia peb0, pn-6 148 hdpe pipe 120 mspan>mspan> dia peb0, pn-6 149 hdpe pipe 75 mspan>mspan> dia p880, pn-6 150 alumspan>iniumspan> crimspan>ping lugs 400sqmspan>mspan> 151 alumspan>iniumspan> crimspan>ping lugs 240sqmspan>mspan> 152 alumspan>iniumspan> crimspan>ping lugs 150sqmspan>mspan> 153 alumspan>iniumspan> crimspan>ping lugs 70sqmspan>mspan> 154 6 swg g.l. wire for earthing along cables. 155 cable end termspan>ination using total double comspan>pression brass glands and crimspan>ping type cu. thimspan>bles for 3.5x400 sqmspan>mspan>. lt cable 156 cable end termspan>ination using total double comspan>pression brass glands and crimspan>ping type cu. thimspan>bles for 3.5x240 sqmspan>mspan>. lt cable 157 cable end termspan>ination using total double comspan>pression brass glands and crimspan>ping type cu. thimspan>bles for 3.5x150 sqmspan>mspan>. lt cable 158 cable end termspan>ination using total double comspan>pression brass glands and crimspan>ping type cu. thimspan>bles for 3.5x70 sqmspan>mspan>. lt cable 159 mspan>ain lt panel at sub station- 400 kva (type a-2)lncomspan>er- 1 set of 800 amspan>p. tp mspan>ccb with spreader & extended handlemspan>etering on lncomspan>er - 1 set of digital amspan>mspan>eter with ass- 1 set of digatal voltmspan>eter with vss- 1 set of led type phase lndicating light (22.5 mspan>mspan>.)with control mspan>cbsoutgoing- 6 set of 250 amspan>p. tp mspan>ccb with spreader & extended handte( 5 nos. + 1 no. for capacitor panel)- 2 set of 100 amspan>p. tp mspan>ccb with spreader & extended handle 160 mspan>ain lt panel at sub statton- 250 kva (type a-2) lncomspan>er- 1 no. 630 amspan>p. tp mspan>do acb with inbuilt mspan>pr release with i ontoff tnai.ating lightmspan>etering on lncomspan>er - 1 set of digital amspan>mspan>eter with ass- i set oldigital volt-mspan>eler wirh vss- 1 set of led type phase indicating light (22.5 mspan>mspan>.j with control mspan>cbs outgoing - 5 set of 250 amspan>p. tp mspan>ccb with spreader & exrended handle- 2 set of 100 amspan>p. tp mspan>ccb with spreader & extended handle flnstallation oflt distribution boards for lt underground systemspan> (type a,b&cj) 161 supply , installation, testing & comspan>mspan>issioning of outdoor type feeder pillar panetto be mspan>ade of 2 mspan>mspan> crca sheet and covers will be j.6mspan>mspan> crca sheet dulypowder coated paint with 300 amspan>ps al. busbar. (type-b2)lncomspan>er - 250 amspan>p. tp mspan>ccb - 1 no.outgoing - 63 amspan>p. tp mspan>ccb - 5 nos.lnstallation of lt distribution boards forlt underground systemspan> (type-a, b & c) 162 outdoor type feeder pillar panel to be mspan>ade of 2 mspan>mspan> crca sheet and covers will be 1.6mspan>mspan> crca sheet duly powder coated paint with 300 amspan>ps al. busbar. [type-b3] incomspan>er - 100 amspan>p. tp mspan>ccb - 1 no. outgoing - 63 amspan>p. tp mspan>ccb - 4 nos.lnstallation of lt distribution boards for lt qnderground systemspan> [tvpe-a, b & cl 163 lockable distribution boxes of size 450x400mspan>mspan> with bus bar 100 amspan>p. tpn to feed upto 10 houses (type c) 164 xlpe lt service armspan>oured cable for single phase,2x6 sq. mspan>mspan>.(pvc armspan>oured consumspan>er service cablel 165 xlpe lt service armspan>oured cable for single phase,2x10 sq. mspan>mspan>.(pvc armspan>oured consumspan>er service cablej 166 xlpe lt service armspan>oured cable for three phase,4x10 sq. mspan>mspan>.[pvc armspan>oured consumspan>er service cablel 167 xlpe lt service armspan>oured cable for three phase,4x1.6 sq. mspan>mspan>.(pvc armspan>oured consumspan>er service cablel 168 xlpe lt service armspan>oured cable for three phase,4x25 sq. mspan>mspan>.(pvc armspan>ou[ed consumspan>er service cable) 169 pvc pipe 32 mspan>mspan> dia 170 pvc pipe 50 mspan>mspan> dia 171 electronic kwh mspan>eter 1px2w with box. for single phase consumspan>er 172 electronic kwh mspan>eter 3px4w static mspan>eter with box.for three phase consumspan>er 173 carriage , laying of 3.5cx400 sq.mspan>mspan> size lt xlpe insulated cable underground in hdpe pipe size 140 mspan>mspan> dia. 174 carriage, laying of 3.5cx150/240 sq.mspan>mspan> size lt xlpe insulated cable underground in hdpe pipe size 1.20 mspan>mspan> dia. 175 carriage ,laying of 3.5cx70 sq.mspan>mspan> size lt xlpe insulated cable underground in hdpe pipe size 75mspan>mspan> dia. 176 painting of stp incuding paints [2 ltr red oxide and 2 ltr allumspan>inumspan> paint for each pole.l 177 grouting of st pole 178 cartage , erection and dismspan>entling charges 22% of mspan>aterials cost 179 conversion of 11kv overhead/underground line by 11kv line underground 180 11 kv cable size 3x185 sq.mspan>mspan> xlpe 181 stp 11mspan>-is 410 sp-55 182 g.l pipe 4 dia 183 top channel 100x50x2240 mspan>mspan> 184 hdpe pipe 160 mspan>mspan> dia pe 80, pn-6 185 service clamspan>p o/s 186 clamspan>p for fixing pipe to pole 187 11 kv cable jointing kit size 3x185 sq.mspan>mspan> xlpe o/d 188 11 kv cable jointing kit size 3x185 sq.mspan>mspan> xlpe s/t 189 earthing comspan>plete. 190 mspan>.s. nut & bolt with washer 191 bracing angle 65x65x6x2700 mspan>mspan> with clamspan>p 192 stone pad 193 numspan>ber plates with clamspan>p 194 danger board & clamspan>p with bolts & nuts 195 stay comspan>plete 196 g i barbed wire 197 carriage , layrng of 3x185 sq.mspan>mspan> size 11 kv xlpe insulated cable underground in hdpe pipe dia 160 mspan>mspan>. 198 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrmspan> pal,1t for each pole.) 199 grouting of st pole 200 grouting of stay set 201 cartage , erection and dismspan>entling charges 22% of mspan>aterials cost 202 conversion of 33kv overhead/ underground line by 33kv line underground 203 cable al. 3x300 sq.mspan>mspan>. xlpe 33 kv 204 stp 11mspan>-is 410 sp-55 205 g.l pipe 6 dia 206 mspan>.s.top channel 100x50x2240 mspan>mspan> 207 hdpe pipe 200 mspan>mspan> dia pe 80, pn-6 208 service clamspan>p o/s 209 clamspan>p for fixing pipe to pole 210 bracing angle 65x65x6x4300 mspan>mspan> with clamspan>p 211 33 kv cable jointing kit 3x300 se mspan>mspan> outdoor 212 33 kv cable jointing kit 3x300 se mspan>mspan> straight through 213 earthing of pole by mspan>s earthing rod of 2ox25o0 mspan>mspan> & 6 swg earthr.ng wire etc. 214 mspan>.s. nut & bolt with washer 215 numspan>ber plates with clamspan>p 216 danger board & clamspan>p with bolts & nuts 217 stay comspan>plete (stay rod 15x1800mspan>mspan>, stay wire 5 kg,, stay clamspan>p, boult & nut rvith grouting 218 daner bqard barbed wire includin jumspan>pering 219 carriage , layrng of 3x300 sq.mspan>mspan> size 33 kv xlpe insulated cable underground in hdpe pipe dia 200 mspan>mspan>. 220 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrmspan> pal,1t for each pole.) 221 grouting of st pole 222 grouting of stay set 223 cartage , erection and dismspan>entling charges 22% of mspan>aterials cost 224 installation of 250 kva transformspan>er on dp for the shifting of 3 no. 250 kva. 9 no.400 kva & 3 no. 630 kva transformspan>er 225 stp 11mspan>-is 410 sp-55 226 mspan>s channel 100x50x2240 mspan>mspan> 227 service clamspan>p for round pole 228 mspan>.s. bolt and nuts off size with washer 229 l.t. cable 3.5ox4oo so mspan> 230 ltxlpe insulated,unarmspan>oured alumspan>iniumspan> singlc corc cable,1x240sq. mspan>mspan>.sizc 231 lt xlpe insulatcd,unarmspan>oured alumspan>iniumspan> singlc core cablc,1x400 sq. mspan>mspan>.size 232 earthing of 250 kva t/f with g.i. pip[ 233 earthing rod comspan>plet. 234 1 1 kv d.o. fi]se sets 235 1 1 kv tpmspan>o 236 d.d. wire 70 qs mspan>mspan> 237 250 kva t/f 238 l.t. cubical b0x comspan>plete 239 l,t. cable 3.50x240 sq mspan>mspan> 240 stay set comspan>plete, 241 alumspan>inimspan>umspan> lug 70 sqmspan>mspan> 242 alumspan>inimspan>umspan> lug 240 sqmspan>mspan> 243 alumspan>inimspan>umspan> lug 400 sqmspan>mspan> 244 pvc tape 245 t/f bushing connector of copper strip 246 labour , cartage & errection charges and dismspan>entaling of existing t/f 247 dismspan>entling and cartage fromspan> site to store charges 7% (other mspan>isclenous charges)

Central Government/Public Sector

TRN :34317078 | 12 May, 2025

Tender Value : 0

Jamalpur - Bihar

Tender for supply of pin flat head type-a 41 dia x 89 long to irss drg no- l/pn-613/mspan>, alt no- 3 three. warranty period: 30 mspan>onths after the date of delivery quantity tolerance +/-: 5 %age, itemspan> category : normspan>al, total po value variation permspan>itt ed: mspan>ax 8 lacs

Central Government/Public Sector

TRN :48280497 | 17 May, 2025

Tender Value : 4.14 Crore

Leh - Ladakh

Tender for tender for provision of central mspan>i roomspan> at nimspan>u(job no 01/nimspan>u stn/amspan>wp/2023-24); 1 lumspan>p sumspan> price worked out by the contractor for building worksas listed in schedule ‘a’ part-i representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 43 2 lumspan>p sumspan> price worked out by the contractor for (site clearance, excavation & earth work)as listed in schedule ‘a’ part-ii representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 44 3 lumspan>p sumspan> price worked out by the contractor for (internal electrification)as listed in schedule ‘a’ part-iii representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 50 4 lumspan>p sumspan> price worked out by the contractor for (internal water supply)as listed in schedule ‘a’ part-iv representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 52 5 lumspan>p sumspan> price worked out by the contractor for (road, path & hardstanding)as listed in schedule ‘a’ part-v representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 54 6 lumspan>p sumspan> price worked out by the contractor for (sewage disposal)as listed in schedule ‘a’ part-vi representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 55 7 lumspan>p sumspan> price worked out by the contractor for (area drainage)as listed in schedule ‘a’ part-vii representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 56 8 lumspan>p sumspan> price worked out by the contractor for (shed for dg set)as listed in schedule ‘a’ part-viii representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 58 9 lumspan>p sumspan> price worked out by the contractor for (hot water supply)as listed in schedule ‘a’ part-ix representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 59 10 lumspan>p sumspan> price worked out by the contractor for (external electrification)as listed in schedule ‘a’ part-x representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 65 11 lumspan>p sumspan> price worked out by the contractor for (external water suplay)as listed in schedule ‘a’ part-xi representing percentage ( + or - denomspan>ination) derived under last columspan>n of this schedule above/belowthe lumspan>p sumspan> price prepriced by the mspan>es b/f fromspan> sl page no. 66 12 sch a part - xii (mspan>isc b/r & e/mspan> itemspan>s) (refer boq)note: this schedule is not pre-priced by mspan>es and the rate indicated as rs 0.00 under col 5 signifies this fact only 13 internal electrifications&f double door three phase prewired distribution board vertical db vtpn 8 way with acrylic door mspan>ade out of crca sheets 1.6 mspan>mspan> thick,phosphatised powder coated with copper bus bar 200 amspan>ps, 415 v,ip 43/ik09, earth stud, din rail, polymspan>ide termspan>inal blocks for incomspan>ing and outgoing circuits, inbuilt loose wire box ,ground termspan>inal blocks ,duly prewired with thimspan>bled flamspan>e retardant copper conductors and poly layer for protection in and includingmspan>ccb4 pole 63 amspan>p rating repturing capacity 16 ka.(note:- single phase mspan>cbs are to be mspan>easured and paid for seperately) 14 s&f led building security light, pressure die cast alumspan>inumspan> housing, 20/25 watts capacity, 240v, ip 65 class, with suitable in-built electronic driver comspan>plete incld. fixed on a bracket mspan>ade out of 1.5 mspan>tr long mspan>ed grade gi pipe 40 mspan>mspan> dia bend to shape as directed fitted on wall at a height not less than 5 mspan>tr fromspan> groundwith mspan>s clamspan>p, nuts and bolts and washers as required at site and incld. connecting lumspan>inarie to the nearest ceiling rose/junction box with 1.5 sqmspan>mspan> pvc insulated 3 core wire comspan>plete all as directed and specified by engr-in-charge.note - cost of all mspan>inor spares and jobs required for fixing of light fixture on wall and for electrical connections are deemspan>ed to be included in the quoted rate. 15 s&f new wall mspan>ounted fan of approved mspan>ake and type comspan>plete all as specified and as directed. 16 s&f tv co-axial socket 1 mspan>odule, comspan>plete all as specified and as directed. 17 s&f single pole and neutral enclosure with a two pin and earth plug and socket comspan>plete with one double pole mspan>cb 20 amspan>ps 18 internal water supplys&f single piece vitreous china wash down water closet pan pedestal pattern white, with seat white closed pattern with flat bottomspan> and cover mspan>ild steel chromspan>iumspan> plated or alumspan>inized hinging deviced including flushing systemspan> , pipe and joint etc and connection to drain, flushing, pipe, anti-syphonage pipe, and fixing arrangemspan>ents with fixing bolts etc including mspan>aking good the disturbed portion of floor in cemspan>ent concrete 1:2:4 type b-0, as in repairs comspan>plete all as spd & directed comspan>plete all as specified and directed by engr-in charge.. 19 s&f cp grating including jointing to waste pipe fixed in cemspan>ent concrete type b-1 (1:2:4) dia of outlet is 100 mspan>mspan> comspan>plete all as specified and directed by engr-in charge. 20 s&f hand shower (health faucet ) with 8mspan>mspan> dia and 1 mspan>eter long cp flexible tube and wall hookcomspan>plete all as specified mspan>ake: cera, jaquar , mspan>arc & hindware as per samspan>ple and directed by engr -in charge 21 s&f soap dish (s/s), any type, fixed to plugs with chromspan>iumspan> plated brass screws, all as specified and directed by engr-in charge. 22 road, path & hard standingmspan>&l for wet mspan>ix mspan>acadamspan> (wmspan>mspan>) for 150mspan>mspan> thick (comspan>pacted thickness) laid in two layers of 75mspan>mspan> each grading as per table 400-13 of mspan>orth (mspan>inistry of road transport & highways) specification of road and bridge works 2013. mspan>anufactured in wmspan>mspan> plant, mspan>aterial comspan>prising of clean, crushed, graded aggregate and granular mspan>aterial premspan>ixed with water to a dense mspan>ass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 kn static weight and conslidating required gradient and camspan>ber. the finished surface tolerance to be as per table 900-1 of mspan>orth specification for road and bridge works 2013 comspan>plete all as specified and directed by engr-in-charge. 23 mspan>&l for applying thermspan>oplastic paint mspan>arking 2.5mspan>mspan> thick centerline ,stop line,dashes,arrows etc and n exc 10cmspan> wide on roads pavemspan>ents with hot applied thermspan>oplastic road mspan>arking paint ofapproved colour confirmspan>ing to bs 3262-1989 with special applicater mspan>achine all as per mspan>anufacturers instructionof any colour on road surfaceincluding cleaning with gunny bags remspan>oving all loose dirt/dust comspan>plete all as specified and directed. 24 mspan>&l for rcc septic tank designed to carry sewage and sullage water, excavation in any type of soil, pcc 1:4:8 below foundation, rcc mspan>-30 design mspan>ix in walls , base slab , baffle walls and roof slab including beamspan>s etc with vent shaft , mspan>anhole openings with cover connection etc, comspan>plete with effective depth of 1.5 mspan>eter and overall depth of 3 mspan>eter for 100 users. 25 mspan>&l for soakage wells excavation, in any type of soil, foundation in pcc 1:3:6, walls of honey comspan>bed mspan>asonry with top ring of mspan>25 concrete including intercepting chamspan>ber and screen chamspan>ber mspan>ade of brick mspan>asonary in cmspan>, rcc cover slab in mspan>25/ sfrc cover, interconnecting pipes of rcc/dwc comspan>plete filled with brick bats of size 3mspan> dia and 3 mspan> depth. 26 s&f pvc junction boxes ip 65 protection of size 0.200 x 0.250 x 0.155 mspan> comspan>plete with 1 nos mspan>cb sp 2.5 amspan>p & 4 way industrial connector including clamspan>p mspan>ade out of mspan>s flat 30x5mspan>mspan> connection fromspan> junction box to street light fitting with three single core pvc insulated, pvc sheathed wire 2.5 sqmspan>mspan> copper & pvc conduit 20 mspan>mspan> dia comspan>plete all as specified and directed by engr-in-charge. 27 excavation in trenches by cutting of road crossing/pcc hard standing, under boundary wallfor laying of pipe/cable including mspan>aking good the existing surface with samspan>e finish to mspan>atch the original finish comspan>plete all as specified and directed by engr-in-charge. 28 s&fht/lt mspan>s cable route indicator 4 dia fixed with two nos of nut, bolt and washers and provision of pcc 1 : 4 : 8 type d-2 using 40 mspan>mspan> grade stone aggregate of not less than 0.018 cumspan> in each at base buried under the groundincl necessary earth work comspan>plete all as specified and directed by engr-in-charge. 29 supply, installation, testing and comspan>mspan>issinoning lt panel board suitable for working on 3 phase ,4 wire ,415 volts, ac ,50hz indoortype, cubicle, floor mspan>ounted, free standing, dust and vermspan>in proof, air ventilation factory fabricated mspan>ade out of 2 mspan>mspan> thick crca sheetduly powder coated and shall be cpri approved and as approved by ge. the panel shall have front and rear opening, locking arrangemspan>ent, cable alleys, bus bar chamspan>ber and switch gear comspan>partmspan>ent, hinged door with rubber gasket, bottomspan> cable entry holes for incomspan>ing and out going cables, earthing termspan>inals, affix danger notice plate, glands, copper bus bar duly covered with heat shrink sleeves colour coaded duly fixed ondmspan>c/smspan>c insulators, housed in a separate bus bar chamspan>ber and control wiring with copper conductor cables of adequate size and length, incomspan>ing and outgoing mspan>ccbs shall have extended bus bar links and mspan>ounted on 50x50x5mspan>mspan> sizemspan>s angle iron framspan>e duly painted including pcc 1:2:4 type b1 (using 20 mspan>mspan> graded stone aggregate ) in foundation design subject to approved of age (i) nimspan>u to sent the site requiremspan>entcomspan>plete all as specified and directed including comspan>prising of following :- 30 (a) mspan>ccb 400 amspan>ps, fp, 36 ka, 415 volts, 50hz - 01 no (i/c)(b) mspan>ccb 200 amspan>ps, fp, 25 ka, 415 volts, 50hz - 02 no ( chs)(c) mspan>ccb 125 amspan>ps, fp, 18 ka, 415 volts, 50hz - 04 nos (apfc, tpn db -02, spare )(d) mspan>cb spn 40 amspan>ps, 10 ka, 220 volts, 50hz - 03 nos (garage,street light, spare-1)(e) on load chengeover 630 amspan>ps 4 pole -01 no (f)digital voltmspan>eter, with vss - 01set(g) digital amspan>mspan>eter, with cts & ass - 01 set(h) led phase indication lamspan>ps ryb - 01 set(j)single phase rotary automspan>atic light controller nature switch with voltage range 120-440v,ac,20 amspan>ps,ip-65,50hz-01 nos(k) copper bus bar tpn 600 amspan>ps rating - 01 set 31 labour for boring underground upto 100 mspan>mspan> bore for road crossing 3 mspan>tr to 10 mspan>tr not exceeding 1.5 mspan>tr in depth for laying of electric cable and gi tubing in soft/loose soil comspan>plete all as specified. 32 mspan>&lfor cutting existing gi pipes and insertion of new tee branches of suitable size to take branch connection of 50mspan>mspan> dia pp-r.note : suitable size of tee branch is deemspan>ed to be included in the quoted rate. 33 construction of stone mspan>asonary valve pit chamspan>ber of size 90cmspan> x 90 cmspan> x 90 cmspan> (internal dimspan>ension) including all necessary excavation and earthwork in hard / dense soil and disposal of surplus soil to a distance not exceeding 50 mspan>eters & deposting the samspan>e as directed includingpcc in foundation of the mspan>ixture (1:4:8) d-2 stone mspan>asonary in cemspan>ent mspan>otor 1:4 rendering 15mspan>mspan> thick in cemspan>ent mspan>ortar 1:4 internally finished even and fair and pointing flush externally as the work proceeds in the samspan>e mspan>ortar as of stone mspan>asonary including mspan>ild steelframspan>e (mspan>ade out ofangle in 40x40x6mspan>mspan>) mspan>s steel cover 3.15 mspan>mspan> thick with handle and locking arrangemspan>ent with ginges angle iron flat as requiredat site including painting of all posed mspan>s work with two coat of synthetic enamspan>el paint over a coat of red oxide primspan>er and painting all the steel surfaces emspan>bedded in pcc with two coats of black bitumspan>inuos paint andall other relevant work comspan>plete . 34 mspan>&l for providing tracer/anti freezing cable required to keep the pipe warmspan> upto avoiding freezing all as specified including electrical wiring cable for connection of suitable size 35 (central heating systemspan>)electric hot water generator : supply, installation, testing and comspan>mspan>issioning ofpackage type electric hot water generator constructed out of mspan>s sheet having top open-able cover for easy access and remspan>oval of heaters. the hwg shall be suitable for indoor mspan>ounting. the generator shall be provided with 50mspan>mspan> thick fibre glass insulation 32 kg density finished with 0.8mspan>mspan> / 22g alumspan>iniumspan> cladding sheet. the generator shall have electrical capacity of 50 kw. the heater shall be electrical resistance type, copper tube with chromspan>iumspan> plating. the generator shall be comspan>plete with float valve, pressure gauge with ball valve, mspan>aster and bank thermspan>ostats, etc. the generator shall be suitable for 3 phase, 415+ 10% volts, 50 hz. ac supply. the generator shall comspan>plete with self-contained incomspan>ing isolation, amspan>mspan>eter, voltmspan>eter, contactors for heater banks in three steps comspan>plete with mspan>anual/auto rotary switches. 36 notes:- (i) allneccassary accessories required for the proper fucntioning of hot water genearator are included in price.(ii) the prices should include lifting, shifting and positioning of units at site.(iii) hot water genearator installation to done as per mspan>anufacturer recomspan>mspan>endation with all installation requiremspan>ents i.e foundation, vibration isolator,insulationetc as recomspan>mspan>ended by mspan>anufacturer for the amspan>bient temspan>perature of site. odu installation is included in odu price which includes the civil struture, mspan>echanical structureetc as recomspan>mspan>ended bymspan>anufacturer.(iv) the contractor/oemspan> will shall submspan>it the hot water generator capacity/burner capacity conformspan>ing to relevant is code(v) oemspan> should submspan>it the installation and mspan>aintenance schedule/ mspan>anual for the boiler. 37 glycol circulation centrifugal pumspan>ps: supply, installation, testing & comspan>mspan>issioning of pn16 ratedaxial split coupled vertical inline water pumspan>p set with ci casing, bronze imspan>peller, ss shaft and externally flushed outside type balanced mspan>echanical seal and non overloading mspan>otor, as per specifications and drawings. with suitable hp, tefc squirrel cage induction mspan>otor with ie3 type class f insulation, mspan>otor shall be rating of ip 55, operating on 415 ±10% volts, 3 phase, 50hz ac supply. the external flush line mspan>ust be used for the purpose of heat dissipation fromspan> the mspan>echanical seal.pumspan>ps with performspan>ance characteristics as given below:the internal comspan>ponents of pumspan>ps including mspan>echanical seal shall be suitable to sustain a fluid temspan>perature of -25 degree celcius to 120 degree celcius. vendor shall be provide antivibration arrangemspan>ent for pumspan>ps . 38 the scope also shall include following below mspan>entioned:(i) electrical by pass starter for pumspan>p setas recomspan>mspan>ended by oemspan>. (ii) 25 mspan>mspan> thick polyviny nitrile rubber insulation duly cladded between alumspan>iniumspan> sheets of 0.5mspan>mspan> thickness and properly clamspan>ped to pumspan>p.(iii) pressure gauges 150 mspan>mspan> dia -03 nos (iv) mspan>ounting framspan>e with antivibration pads (in case pumspan>ps are inline, anti vibration systemspan> shall be as per mspan>anufacturers recomspan>mspan>endation) (v) rcc/cemspan>ent concrete foundation for the pumspan>p unit. (in case pumspan>ps are inline, foundation shall be as per mspan>anufacturers recomspan>mspan>endation).pumspan>p capacity are as under:capacityand pumspan>p headnot less than flow 25 usgpmspan> , head 20 mspan>tr (refernce mspan>odel no. : armspan>strong : series 4300 - 40-150 - 2p - 1.5 kw) each including the triple duty valve and end suction guide. 39 expansion tank and pressurisation unit:supply, installation, testing and comspan>mspan>issioning of insulated pressurised closed water expansion tank suitable for total volumspan>e ofglycol - water solution, circuit along with necessary accessories such as along with necessary accessories such as 2 nos pumspan>ps (1working +1standby) with pressure transmspan>itter andinterconnecting pipe & isolating valve comspan>plete with piping connections, safety relief valve, drain valve, pressure gauge, automspan>atic air purging arrangemspan>ent, etc.with pressure transmspan>itter andinterconnecting pipe & isolating valve comspan>plete with piping connections, safety relief valve, drain valve, pressure gauge, automspan>atic air purging arrangemspan>ent, etc. the tank shall be pre-charged. expansion tank shall be with replaceable heavy duty butyl rubber bladder. the tankconnections should be as per oemspan> recomspan>mspan>endationsand 20 mspan>mspan> drain and charging valve connection to facilitate the on site charging of nitrogen in the tank.the tank shall be fitted with lifting rings and a floor mspan>ounting skirt for vertical installation. the tank mspan>ust be constructed in accordance with is-standard 2825-1969 (withlates revision)and rated at pn 16 . the comspan>plete systemspan> shall be sourced fromspan> single mspan>anufacturer and supplied and installed with all accessories and safety fixtures required for proper functioning of the comspan>plete hydronic systemspan>.the tank shall be duly painted in approved colour shall be comspan>plete with pressure switches and power distribution and control panelip55 control panel, pressure transmspan>itter, interconnecting piping & wiring. (tank capacity 500 ltrs). hot glycol - water closed vessel pressurized expansion tank as described above shall be duly insulated with 50 mspan>mspan> thick puf/nitrile rubber insulating mspan>aterial or equivalent u valueinsulating mspan>aterial and cladded with alumspan>iniumspan> sheet (20g). electrical by pass starter for pumspan>p setas recomspan>mspan>ended by oemspan>. 40 expansion tank of 500 lts capacity 41 pressurization unit: for pumspan>p set -03 nos with control panel and accessories. 42 mspan>ake up tank: supply, installation, testing and comspan>mspan>issioning of factory mspan>ade mspan>ake up water tank, rectangular/circular shape, of 4 mspan>mspan> thick mspan>s sheet (is 2062), of capacity of 550 litres comspan>plete with inlet, outlet, overflow, drain pipe of mspan>s and vent with flamspan>e arrestor. tank will be provided with supports mspan>ade out of mspan>inimspan>umspan> 50mspan>mspan> angle iron duly painted, to keep tank base at mspan>inimspan>umspan> (1000mspan>mspan>) above ffl. service platformspan> shall be provided as per recomspan>mspan>endations of oemspan>. the tank shall be provided with remspan>ote indication of levels provided level switches for on-off operation of tranfer pumspan>p. extra high level and extra low level alarmspan> shall be provided. tank and structure shall be painted with two coats of synthetic enamspan>el paint over a coat of red oxide primspan>er comspan>plete all as specified and directed.mspan>ake up water tank as describedabove should beduly insulated with 50 mspan>mspan> thick puf/nitrile rubber insulating mspan>aterial and cladded with alumspan>iniumspan> sheet (20g). 43 supply, installation, testing and comspan>mspan>issioning ofsteel plate radiator( wall mspan>ounted) confirmspan>ing en- 442 , working pressurerange fromspan> 10-13 bar having workinh temspan>parture of 110°c, comspan>plete with top grill side cover as standard along with inlet ,outlet valve, air purge valve andwith threaded plug, flow regulator as per oemspan>.the below desired capacity should be calculated at altitude of 3600 mspan>ts above sea level. capacity calculation sheet to be provided to engineer in charge. the below mspan>entioned capacity is at inlet temspan>p: 75 degree celcius , outlet temspan>p: 65 degree celcius. referemspan>cwe mspan>odel series. 44 1.5 kw, type: 33- dkek, length is 1000 mspan>mspan> and height is 600 mspan>mspan> of radiator. 45 2.5 kw, type: 33- dkek, length is 1000 mspan>mspan> and height is 600 mspan>mspan> of radiator. 46 3.5 kw,type: 33- dkek, length is 1600 mspan>mspan> and height is 600 mspan>mspan> of radiator. 47 5 kw,type: 33- dkek, length is 1600 mspan>mspan> and height is 900 mspan>mspan> of radiator. 48 5 kw,type: 33- dkek, length is 2000 mspan>mspan> and height is 600 mspan>mspan> of radiator 49 mspan> & l for pre-insulated mspan>s pipe,class c havingmspan>inimspan>umspan> thicknes of puf insulation as mspan>entioned below and of density 36 kg/cumspan> and 26 gauge al cladding comspan>plete suitable for above ground as per sizes shown.the pipes should be insulated with closed cell puf of density 36±2 kg/cumspan> of below mspan>entioned thickness. the pipe should be workable in the temspan>p. range of-50 degree celciusto120 degreec celcius. note:-the pipes size 150mspan>mspan> & below shall be mspan>.s. ‘c’ class as per is : 1239 50 80 mspan>mspan> with 36 mspan>mspan> puf thicknes and 26 gauge al cladding. 51 50 mspan>mspan> with 36 mspan>mspan> puf thicknes and 26 gauge al cladding. 52 50 mspan>mspan> with 36 mspan>mspan> puf thicknes and 26 gauge al cladding. 53 40 mspan>mspan> with 36 mspan>mspan> puf thicknes and 26 gauge al cladding. 54 20 mspan>mspan> with 36 mspan>mspan> puf thicknes and 26 gauge al cladding. 55 buried under ground/exposed to amspan>bient:80 mspan>mspan> with 50 mspan>mspan> puf thicknes and hdpe cladding, 26 gauge al cladding. 56 cabel tray :-supplying and installing following size of perforated painted with powder coating mspan>.s. cable trays with perforation not mspan>ore than 17.5%, in convenient sections, joined with connectors, suspended fromspan> the ceiling/ground/wall with mspan>.s. suspenders as per is code including bolts & nuts, painting suspenders etc. as required of size 150 mspan>mspan> width x 50 mspan>mspan> depth x 1.6 mspan>mspan> thickness 57 supplying, fixing, testing and comspan>mspan>issioning of following diamspan>eter valves (pn-16 rating) (comspan>plete with flanges integral or welded, fittings, nuts, bolts & gaskets (pn-16 rating), strainers (comspan>plete with flanges integral or welded, fittings, nuts, bolts & gaskets (pn-16 rating), gauges etc for condenser water circulation as per specifications. insulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as specified. butterfly valve ( insulated valves) with ci body ss disc nitrile sheet & o ring, comspan>plete with fittings, nuts, bolts & gaskets.butterfly valve ( insulated valves) with ci body ss disc nitrile sheet & o ring, comspan>plete with fittings, nuts, bolts & gaskets. 58 80 mspan>mspan> dia butterfly valve 59 65 mspan>mspan> dia butterfly valve 60 50 mspan>mspan> dia butterfly valve 61 supplying, fixing, testing and comspan>mspan>issioning of y-strainer (insulated valves) of ductile ci body flanged ends with stainless steel strainer forhot water circulation including insulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as specified of size 50 mspan>mspan> dia y strainer. 62 supplying, fixing, testing and comspan>mspan>issioning of non - return valve (insulated valves) with duel plate of ci body ss plates vulcanized nbr seal flanged end & pn 16 pressure rating forhot water circulation includinginsulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as sepcified of size 50 mspan>mspan> dia nrv. 63 supplying, fixing, testing and comspan>mspan>issioning of automspan>atic air purge valves forhot water circulation headeras specified of size automspan>tic air purge valve 20 mspan>mspan> dia. 64 supplying, fixing, testing and comspan>mspan>issioning of air separator comspan>pleate allas specified of size 50 mspan>mspan> dia. 65 supplying, fixing, testing and comspan>mspan>issioning of water pressure gauge (100 mspan>mspan> dia) bourdon type with brass ball valve of 3/8 dia and ss tubing, socket.range (0-50) / (0-100) as required by engineer in charge. 66 supplying, fixing, testing and comspan>mspan>issioning of mspan>ercury in glass industrial thermspan>omspan>eter in ss-304 casing with 0.5 c least count, range 0-50 c. brass oil filled thermspan>owell of 1/2 size as required by engineer in charge. 67 electrical distribution panel supply, installation, comspan>mspan>issioning and testing of factory mspan>ade, chs plant, indoor type mspan>ade out of crca sheet 2 mspan>mspan> thick, framspan>e factory fabricated with front and back openable double door with locking arrangemspan>ent, with mspan>s angle section 50x50x6 mspan>mspan> support, duly powder coated painting having thickness not less than 100 mspan>icrons provided suitable gasket to mspan>ake it dust and vermspan>in proof, suitable for 3 phase4 wire, 415 volts, 50 hz, ac supply systemspan>, floor mspan>ounted and grounting the legs of panel in pcc foundation 1:4:8 comspan>plete as all directed suitable for and including the following :- 68 incomspan>ers(i) bus bar tpn al extensible type mspan>ain bus bars of mspan>inimspan>umspan> of 600 a capacity (as per capacity of corresponding incomspan>ing / bus couplers) , and auxilliary bus bars ofsuitable capacity with heat shrunk coloured sleeves and i/c smspan>c bus bars supports at required intervals comspan>plete for cross section, size supports & their spacing etc. for withstanding fault level of50ka .(ii)mspan>ccb 400 amspan>ps, 415 volt, 36 ka, 4 pole,mspan>icroprocessor release- 01 no for incomspan>ing (extended rotary operating handle, phase spreader links and phase barriers ) mspan>ake: legrand/schenider/simspan>ensoutgoings(i) 3nos- 125a ,25 ka tpnmspan>ccb/acbwith mspan>icroprocessor release (3# hot water generator)(ii) mspan>cb 10 amspan>p,tpn,10ka, c curve - 06, 3 nos for pumspan>ps , 2 nos for pumspan>ps ,01 nos for glycol transfer pumspan>p(iii) led phase indication lamspan>ps (01 set) with 2amspan>p back up mspan>cb,breaker on/off indicating light with 2a mspan>cb, test termspan>inal block set, circuits as per standard practice, auxiliary contacts for positive interlocking of the breakers as required. - 2 set (iv) digital amspan>mspan>eter with in built ass,mspan>etering c.t.scast resin type, 15va, and accuracy class-1of 800/5a for mspan>easuring current in each phase - 01 set.(v) all accessories prewired with appropriate size copper strip or wire and thimspan>bles etc. all as required including foundations as per mspan>anufacturers recomspan>mspan>endations all as directed by engnr-in-charge.note : contractor will submspan>it the drawing for approval of panel to ge before execution. 69 lt cables : supply & laying/ fixing of following size xlpe insulated and pvc sheathed copper conductor armspan>oured cable/unarmspan>oured as required of 1.1 kv grade comspan>plete as require (isi mspan>arked) (in ground/in pipe/in duct/on surface/on cable tray) 70 3.5 core x 70 sq.mspan>mspan>. (electric hot water generator) 71 4.0 core x 10 sq.mspan>mspan>. (pumspan>p) and (pressurization unit) 72 2 core x 10 sq.mspan>mspan>. (pumspan>p) 73 2 core x 6 sq.mspan>mspan> (pressurization unit) 74 earthing comspan>plete with copperearth plate electrode of size 60cmspan> x 60cmspan> x 6mspan>mspan> buried directly in ground vertically at a depth not less than 2.25 mspan>etre below normspan>al ground level with top edge of earth plate at a depth not less than 1.5 mspan>etre below normspan>al ground level surrounded fromspan> all sides by 15 cmspan> thick and packed layer of charcoal dust and comspan>mspan>on salt filling in alternate layers etc and connected to and including copper strip of size 32x6 mspan>mspan> up to 7.5 mspan>tr by mspan>eans of bolts, nuts, check nuts and washers mspan>ade of brass and protected by light grade 40mspan>mspan> dia upto 7.5 mspan>tr long gi pipe connected to mspan>ain controlboard and gi pipe light grade 20mspan>mspan> bore for watering and including funnel, wire mspan>esh, rcc pit cover 50mspan>mspan> thick and pcc chamspan>ber pit with pcc 1:2:4 type c2 (including excavation and earth work disposal of surplus soil to a distance not exceeding 50 mspan>etre) and testing mspan>aking test point and testing after comspan>pletion all as specified and shown on plate no 3 of ssr part-i 2009 comspan>plete all as specified & directed by engr-in-charge 75 s&f rubber mspan>atting conformspan>ing to is-15652-2006 comspan>plete as required. of size2mspan> x 1mspan> x 25 mspan>mspan> 76 glycol - water solutionsupplying of ethylene glycol concentrate along with the necessary additives and inhibitor in cognition in sealed barrels comspan>plete all as directed.note;- (i) the glycol concentrate shall be mspan>ixed with potable water supplied by contractor and filled in central heating systemspan> pipe line after proper leak test of entire circuit. the glycol water mspan>ixture ratio shall be 45 : 55 and freezing temspan>perature shall be - 45 degree celcius (ii) first charge of glycol is included in the quoted rate. first charge include charge in chs pipe linestorage tank. (glycol 45 % ,water 55 %) 77 for chs 78 supply of gycol for running of plant for 12 mspan>onths 79 glycol circulating pumspan>p: supply, erection, testing and comspan>mspan>issioning oftransfer pumspan>ps for the capacity of 5 lpmspan> 5 mspan>eter head for glycol fluidtransfer with base framspan>e foundation, bolts coupling coupling guard,tefc, (oemspan> design hp for the required flowand head ) andother accessories for proper function of the pumspan>p. 80 oxygen gas mspan>anhold : supply , installation , testing and comspan>mspan>ission 4+4 oxygen mspan>anifold with mspan>iddle framspan>e, tail pipe, nrv and essab mspan>ake 10x14 regulator comspan>plete all as specified and directed by engr in charge . 81 supply , installation , testing and comspan>mspan>ission 3 cylinder emspan>ergency inlet for oxygen comspan>plete all as specified and directed by engr in charge . 82 supply , installation , testing and comspan>mspan>ission automspan>atic control panel with analog display 02 for oxygen comspan>plete all as specified and directed by engr in charge. 83 s&f of copper tubing of size 15 mspan>mspan> od, en -13348 grade , 0.9 mspan>mspan> wall thickness including proper saddling , clamspan>ping and insertion of branches connections including all fitting for mspan>edical use, comspan>plete all as specified and directed by engr in charge. 84 s&f of copper tubing of size 12 mspan>mspan> od, en -13348 grade , 0.9 mspan>mspan> wall thickness including proper saddling , clamspan>ping and insertion of branches connections including all fitting for mspan>edical use, comspan>plete all as specified and directed by engr in charge. 85 s&f bs type gas outle with probe for oxygen for mspan>edical comspan>pleate all as specified and directed by engr in charge 86 s&f 1/2 brass ball valve with end fittings including all fittings for mspan>edical usecomspan>plete all as specified and directed by engr in charge. 87 s&f bpc flow mspan>eter (0-15 lpmspan>) including humspan>idfire bottle comspan>plete all as specified and directed by engr in charge . 88 s&f 3/8 brass ball valveincluding all fittings for comspan>plete all as specified and directed by engr in charge. 89 stand by dg set : supply,install, test and comspan>mspan>issioning of silent diesel engine generating set 415 volts, 3 phase, 4 wireengine as per is08528 conformspan>ing to cpcb normspan>s iv, and alternator as per is08528 of capacity 400 kva at ntp with control panel having mspan>eters, sound proof canopy etc with foundation (as per oemspan> design) including all accessories as per mspan>anufactures standard and as per the details given below and independent relay panel for automspan>atic on mspan>ains failure:- ac generator should be suitable for amspan>bient conditions at nimspan>u leh area. 90 (a) alternator : standard design alternator rated at 400 kva (320kw)net output at power factor 0.8, ac, 3 phase 4 wire, 415 v, 50 cycles/second, 1500 rpmspan> self excited, self regulated, screen protected, drip proof ip 23 enclosure, brush less design, voltage regulation ± 2.5 % rated voltage fromspan> no load to full load and frequency regulation within ± 1.5 % tolerence. (b)diesel engine : vertical diesel engine of suitable capacity, water cooled, closed circuit as per bs-649 or is-1002 direct injection type turbo charged, electric starting systemspan> having rated speed 1500 rpmspan>. the dg set shall be capable for running with 10% over loading for 01 hour in every 12 hours as perbs-5514/bs-649. engine shall be mspan>ulti cylinder, mspan>ulti stroke, direct injection andequipped with all standard fitting as per mspan>anufactures recomspan>mspan>endations and mspan>ounted on comspan>mspan>on base framspan>e with following specifications.(a) fly wheel with housing (i) comspan>mspan>on base framspan>e of sturdy design suitable for anti vibration mspan>ounting and permspan>anent concrete foundation for mspan>ounting engine and alternator as per mspan>anufacturers instructions (b) cooling systemspan> (i) radiator with fan & belts & guard, rubber hoses and thermspan>ostat. (ii) cooling water pumspan>p centrifugal type . 91 (c) governer : electronic governer (d) electric starting systemspan> : electric self starter , 24 volts dc(12 volt, 150 ah battery 2 nos)charging alternatoraspermspan>anufacturers design,copper leads with lugs of adequate size comspan>plete with initial charging of mspan>aintenance free battery 2x12 volt 150 ah capacity. (e) generator mspan>onitoring panel : comspan>prising of following :- (i) mspan>icroprocessor based genset controller for mspan>etering, mspan>onitoring, governing and protection. (ii) engine protection for low lub oil pressure, high coolant temspan>perature (alarmspan> & shutdown) (iii) alternator protection paramspan>eters like under voltage, over current, under frequency, over frequency (alarmspan> & shut down) (f) accessories:avmspan> pads built or separately mspan>ounted to mspan>anufacturer base framspan>es. (g) coupling arrangemspan>ents: fixed coupling, flywheel to suit fixed coupling and fly wheel housing.(h) exhaust systemspan> : should have equipped with emspan>ission control device as per latest govt normspan>s. silencer comspan>plete with exhaust pipe of suitable size upto and out side the building all covered with asbestos rope of suitable size all as specified and as directed.(j) fuel tank: daily service fuel tank of capacity suitable for 8 hours continuous operation mspan>ade out of 3 mspan>mspan> thick (heat retardant) sheet with indicating gauge, built inside the acoustic enclosures or as per mspan>anufacturers design 92 (c)acoustic enclosure : all as per cpcb normspan>s iv and oemspan> of dg sets design.(d)amspan>f panel : supply, install, testing and comspan>mspan>issioning of amspan>f panel outdoor type, cubical body,dust and vermspan>in proofmspan>ade up of crca sheet painted with two coats of synthetic enamspan>elled paint over a coat of red oxide primspan>er confirmspan>ing to ip 45 with front and rear opening with louvers andmspan>ounted on floor with pcc pedestal pillars with a clearance of atleast 0.3 mspan> above ground level with glands sockets etc with provision of cable entry fromspan> bottomspan> all pre wired and connected comspan>plete with following accessories:-(i) mspan>icroprocessor based panel -01 no(ii) power contactor heavy duty suitable for generator and mspan>ains (iii) over load relay for genset (iv) suitable rating isolating switch mspan>ccb for both dg & mspan>ain supply.(v) mspan>ulti functioning mspan>eter to indicate voltage, current, frequency, p f, kw & kwh etc (vi) emspan>ergency stop push button.(vii)set of indicaters : - (a)low lube oil pressure (b) dg set over load(viii) push button to start, stop (ix) mspan>ode selector switch i.e auto/mspan>anual/test/ off.(x) set of instrumspan>ent fuse (xi)set of alumspan>iniumspan> bus bar of 600 amspan>ps capacity 3 ph, 4 wire systemspan> (xii) automspan>atic battery charging unit with dc voltmspan>eter, amspan>mspan>eter and selector switch for trickle/ boost charging.(xiii) by pass arrangemspan>ent of mspan>ain supply when amspan>f circuit fail due to any fault with provision of suitable rating change overs and switches. 93 the following itemspan>s are deemspan>ed to be included in the rate quoted for all dg sets:- (i) dhpp for testing purpose shall be supplied by the contractor without any extra cost to departmspan>ent. (ii)the contractor shall arrange for artificial load (water load/electrical load) for testing for final testing of dg set at site and the cost is deemspan>ed to be including in above offer. (iii) testing of sound level should carried out at the site in presence of engineer-in-charge(iv) one set of latest spare part catalogue with price, exploded view of parts and users mspan>anual are deemspan>ed to be included in the quoted rate.(v) all civil works including foundation for dgset as per mspan>anufacturers drawing/ specification, foundation for amspan>f panel shall deemspan>ed to be included in the quoted rate.(vi) the rate quoted is deemspan>ed to be included for initial filling of radiator coolant and lubricating oil upto level.

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