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| 1 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 2 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 3 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Ordinary rock |
| 4 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement - All work up to plinth level : 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Centering & Shuttering with plywood or steel Sheets including strutting, propping, bracing bothways and removal of formwork for foundations in basements rafts, footings, strap beams bases of columns, etc. upto plinth level. |
| 7 | Add extra for shuttering in circular work (in respective centering and shuttering items) 20% |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 9 | Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand. |
| 10 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 11 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. |
| 12 | Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 13 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. |
| 14 | Providing M-30 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 15 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. |
| 16 | Providing M-30 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 17 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 18 | Centering & shuttering with plywood or steel Sheets including strutting, propping, bracing bothways with wooden members and removal of formwork for superstructure upto 4.5 m height above plinth, for : Suspended floors, roofs landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintel, beam etc. |
| 19 | Add extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured) |
| 20 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 21 | Half Flyash brick masonry in foundation & plinth using bricks of designation 75 in : Cement mortar 1 : 4 (1 cement : 4 coarse sand). |
| 22 | Add extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry . |
| 23 | Plaster on new surface on walls in cement sand mortar 1 : 4 including racking of joint etc. complete fine finished : 20 mm thick |
| 24 | Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision |
| 25 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : |
| 26 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : |
| 27 | laying second layer of Fiber glass cloth when the first layer is still green . Overlaps of joints of fiber cloth should not be less than 10 cm . |
| 28 | Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proffing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around |
| 29 | fourth and final layer of brick tiling ‘with cement mortar or any other approved protective coarse. (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured |
| 30 | P & f stone cladding/flooring works dressed bansi paharpur stone 25 mm thick in traditional style used in cladding/flooring with pattern over 25 to 50 mm thick base in CM 1:6 including pointing with cement mortar 1:2 ( 1 cement: 2 stone dust) match the shade of stone with joint thickness upto 1.5 mm as per direction of engineer- in- charge. |
| 31 | P & f of bansi paharpur stone brackets attached to capital of pillars 300mm *225mm*100 mm including carving with carving work etc. |
| 32 | Single piece of stone element with carving work in Bansi Paharpur stone includes stone pillar, stone base, todies and thabi etc. carving work as per direction of engineer in charge. |
| 33 | Wall lining butch work upto 10m height with Red/ Pink Sand stone 20 to 30 mm thick (machine cut edges) stone strips of minimum length 300 mm and required width including embedding every tenth layer and bottom most layer in masonry or concrte after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 Coarse sand) i/c ruled pointing in cement mortar 1 :2 ( 1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer in Charge. |
| 34 | Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part there of. |
| 35 | Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping wth ornamental shape having moulding and \\"PAN Shape\\" engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade. |
| 36 | Providing and fixing ornamental/aesthetic look cement concerte claddings/ veneers up to 100 mm with, over a base of cement Plaster 1:4, 20 mm thick including cement pointing 1:2 with an admixture of pigment to match the shades of veneer upto 4:5 mtr. Height above plinth level. |
| 37 | Providing and fixing square shape Bansi Paharpur stone chhatri with carving work having size of 1580 mm *1580 mm base and height is 3912 mm on top of chhatri at stone kalash is placed on the top of stone columns having size of 250 x 250 mm are made up of Bansi Paharpur stone carving work including Dasa and stone flooring as per direction of engineer- in- charge. |
| 38 | Providing and fixing Red/Pink sand stone post (Mataga) having size 100x100mm heights 600 to 750 mm as per ornamental design such as like flower octonogal head border etc. to fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade. |
| 39 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, |
| 40 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead |
| 41 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 42 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 43 | Providing and Laying 80 mm thick cement concrete blocks of M-40 Grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds(Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help ofmultiple synchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing W.B.M.base, as per IS15658:2006 and all materials shall conform to MoRTH Specification Clause 602. |
| 44 | Wiring of twin control light point with 1.5 sq.mm nominal size FRPVC insulated unsheathed flexible copper conductor 1.1kV grade and 1.5sq.mm nominal size FRPVC insulated unsheathed flexible copper earth conductor 1.1kV grade(IS:694) inrecessed ISImarkedMMS(IS:9537P-III )PVC conduit&it's ISImarked(IS:3419-1988) accessories, round tiles,2NosHotDippedGalvanizedM.SModular box of 1.2 mm thick with earth terminal, 2Nos 10 A twoway Modular switch, 3pin ceilingrose/holder /3wayconnector ,Modular faceplate with grid plate, screws, makingconnections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/Wiring accessories refer Chapter E-04,E-05 & E-07 For additional technicalparameters of product / work refer Annexure 'A' attached with this BS |
| 45 | Medium point (up to 6 mtr.) |
| 46 | Long point (up to 10 mtr.) |
| 47 | Supplying and drawing FRPVC insulated & unsheathed flexible copperconductor as per PWD specification for electrical Works with ISI marked(IS:694)andasperIS8130:2013of1.1kVgrade.Wireshouldbemade from 99.90%purity copper, class5stranding inacc. to IS:8130/IEC60228 for lower watt loss, oxygen free for less chances of oxidization, insulationPVC typeA/C/D , flame retardant as per IS10810-53, better amperage ratingasper IS:3961part5, inexisting surface or recessed PVC/ MS conduit/casing capping makingconnections with Copper Lugs of suitable size, Ferrules, testing etc. asrequired .OEM Must have itsown inhouse NABL labsetup for all testing facilities forwires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 48 | 2 x 2.5 sq. mm. + 1x1.5sqmm |
| 49 | 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. |
| 50 | Supply&drawingWiringforsubmainsISImarked(IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductorwith 10 SWG G.I. Support wire duly clippedetc. as required. For additional technical parameters of product/work refer Annexure'A' attached with this BSR |
| 51 | 6.0 sq.mm |
| 52 | 10.0 sq.mm |
| 53 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/C/D tripping characteristic as per type of load and site requirement) 4KV impulse with stand voltage, ISImarked IS 8828 (1996)/conforming to IEC 60898-12002,IEC 609472, low watt losses, trip free mechanisum , energy limiting of class3as per IEC, minimumphase terminationcapacityof 35sq.mm. , conductor line load reversibility, IP20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20A rating and 10,000 upto 63A, 5000 for 80A & above rating including making connections,testingetc.asrequired.OEM shall have submit NABL/CPRI /ERDA accrediated lab type test reports & All as per preapproved by Engineer incharge. Foradditional technical parameters of product /work refer Annexure 'A' attached with this BSR |
| 54 | Triple pole MCB (With B/C curve trippingCharacteristics) 40 A Rating |
| 55 | Providing & Fixing of Recessed/surface mounting heavy duty Enclosure made out from Galvanized steel /CRCA sheet not less then 1.2mm thick conforming to IS-8623-1&3/ IEC 61439-1&3. powder painted complete with din rail making internal DB terminations with copper lugs, detachable glandplate, including making connections, testing etc. as required. For additional technical parameters of product/ work refer Annexure 'A' attached with this BSR |
| 56 | Suitable for Six / Eight module for MCB/ RCCB |
| 57 | Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (Metal /Glazed) Distribution board with Metal end box mad eout from Galvanized steel /CRCAsheet not less then 1.2mm thick conforming to IS-8623-1&3 / IEC61439-1&3,powder painted complete with reversible door (for double door DB only) 100amp. insulated copper busbar/shortinglink , copper neutral link, copper earth link , color codedinterconnecting wire set of suitable rating and din bar, masking sheet, making internal DB terminations with copperlugs,Ferrules, detachable glandplate, including making connections, testing etc.as required. OEM shall have submit NABL/CPRI/ERDAaccrediatedlab type test reports &All asper preapprovedbyEngineer incharge.Foradditionaltechnicalparametersofproduct/workreferAnnexure 'A' attached with this BSR |
| 58 | Metal door (Three phase) Per phase isolation, Horizontal IK-09 and IP-43 with Metal end box 4Way(Incomer 8,Sub Incomer2+2+2) |
| 59 | Providing & Fixing of 110-240V, AC,1ph. , 2WA stronomical time switch with surge suppressor, memory card, Sunrise / Sunset selectable, software for programming including making connection, etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR |
| 60 | SITC of 3/4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistantmaterial having followingcurrentrating, shortcircuit breaking capacity at 440/415V, 50Hz;O/L & S/C settings, conforming to IS/IEC60947P-2:2003 with front face andcentralised adjustable, trip freemechanisum, true contact position indicator, line load inter change ability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40degree, pollution degree3, having positive isolationcapability, push (test) totrip, triptime less then10msunder s/ccondition,Breaking capacity Ics=100%Icu.Uimp=8KV, rate dinsulation voltage 690 V. provision for UVR , shunttrip , earthfault trip, door interlock ,padlock & rotary handle, including making connections etc. as required.OEM shall have submit NABL/CPRI /ERDAaccrediated lab type test certificate before execution All as per preapproved byEngineer incharge. For additional technical parametersof product /work referAnnexure 'A'attached with this BSR |
| 61 | 3 pole MCCB With Thermal Magnetic release up to 100 Amp , 10 kA, fixed O/L & fixed S/C setting |
| 62 | Providing&FixingofIK10 IP65/IP66 protected LED Up-Down Luminarie Wall/Surface mounting madeofpowdercoateddiecastalluminiumhousingwithUVstabalizedPCdiffuser.TheSystemlevelLuminousefficacy≥ 90Lumen/W.COBLEDs is to be used, SystemCRI>70,CCT:3000/4000/6500K.The integral electronic driver must be potted & has a unique BISRnumberconstantcurrentandInternal/externalsurgeprotectiondeviceofmin. 4KV(L-N) andefficiency>85%, PF>0.9, THD<10%and input Voltage range of140-270VAC at 50Hz.Systemlifeof50000Burninghourswith70%ofInitialLumens maintainedLightoutput inCoolwhiteorWarmWhiteColour asper engineers choice. driver current <750mA.FixturemustbeincompliancewithBISStandardsandTrademarkCertificatecompleteinallrespect.OEMMusthave itsown inhouseNABL labsetupforall testing facilities for LEDfixtures. (LM79/LM80)Certificate/reportwithliablewarrantyofproduct/accessoriesfromOEMshallbesubmitted.AllasperpreapprovedbyEngineer incharge. For additional technical parametersof products/work , referAnnexure \\"A\\" attached with this BSR . |
| 63 | Minimum lumen output 1300 lm Up-Down Luminary |
| 64 | Providing & Fixing ofIK10 IP65/IP66 protected LED Up-Down Luminarie Wall/Surface mounting madeof powder coated diecast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy≥ 90Lumen/W.COBLEDs istobeused, System CRI>70, CCT:3000/4000/6500K. The integral electronic driver must be potted & has a unique BISR number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency>85%, PF>0.9, THD<10% and input Voltage range of 140-270 VAC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained Light output inCool white or Warm White Colour asper engineers choice. driver current <750mA. Fixture must be incompliance with BIS Standards and Trademark Certificate complete in all respect. OEM Must have itsown inhouseNABL lab setup for all testing facilities for LEDfixtures. (LM79/LM80) Certificate/report with liable warranty of product/accessories from OEM shall be submitted. All as per preapproved by Engineer in charge. For additional technical parametersof products/work , refer Annexure \\"A\\" attached with this BSR . |
| 65 | High Power LED Flood Light Minimum lumen output 10000 lm Please Enable Macros to View BoQ information |
