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| 1 | 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 (B-1.8 ) |
| 2 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (B-3.1.6) |
| 3 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand)(B-6.1.6) |
| 4 | Brick work with clay flyash F.P.S. brick (IS 13757- 1993 ) of class designation 75 in superstructure above plinth level upto floor five level in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) (B-5.15.2) |
| 5 | Brick work with clay flyash F.P.S. brick (IS 13757- 1993 ) of class designation 75 in superstructure above plinth level upto floor five level in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey Upto 45 cm length and two corners are free (B-5.15.02+5.3.2) |
| 6 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix (B-4.1) |
| 7 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix ( B-4.2) |
| 8 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.\\"M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).\\"(B-3.2.2) |
| 9 | 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 upto floor three level.Thermo-mechanically Treated bars (Conforming of relevent IS code). (B-4.13.3) |
| 10 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. B-4.9 |
| 11 | ---DO---Columns, pillars, posts & struts etc. B-4.10.3 |
| 12 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. B-12.3.2 |
| 13 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 12 mm thick. B-12.3.3 |
| 14 | Making grooves as per design in plaster 10mm to 20mm wide. B-12.19 |
| 15 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification :(B-3.8) |
| 16 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: B-9.2 |
| 17 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide B-9.8 |
| 18 | Add or deduct for each wire line over basic item Extra for using galvanized barbed wire instead of black barbed wire. Add Extra if barbed wire fencing is done on wall upto height of 3.00 Mtr.B-9.33 +& 9.35+9.35.1 |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work B-12.46.1 |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). (B-12.42) |
| 21 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil Deduct for not rolling with power roller of 8 to 10 tonne capacity for banking excavated earth in layers not exceeding 20 cm in depth. (B/1.3-1.4) |
| 22 | CARRIAGE OF MATERIALS Earth, Sand, Lime, Morrum manure or sludge The rates are inclusive of loading and unloading Rates are for net quantities after deduction of voids The rates are inclusive of stacking. If stacking is not required, no deduction is to be done.For 10 Km. (G-4.1.11-4.1.5) |
| 23 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.110 mm dia S-3.16.3 |
| 24 | Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :600mm dia Internal(S-3.8.8) |
| 25 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.:All kinds of soil Pipes, cables etc. exceeding 300mm dia but not exceeding 600mm dia(.B-1.10.3) |
| 26 | Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe to `0` at top of pipe. (Excluding cost of pipe)300mm dia S.W. pipe(S-3.3.6) |
| 27 | Construction of un-reinforced,plain cement concrete pavement M30(Grade),thickness as per design,over a prepared subbase,with43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5mm, mixed in a fully automatic Batching Plant and transported to site in transitmixer for having continuousagitated mixer,manufactured asperapproved mix design including pumping of R.M.C. from transitmixer to site of laying,with all lead and lift including cost of admixtures in recommended portion as per IS9103 to accelerate/retardsetting of concrete, improve workability without impairing strength and durability as per direction of Engineer incharge laid with a Fixed Form Paver(laying and fixing of 150micron thickpolythene Film and finished incontinuous 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 concretes lab for14-days using water finishing to line sand grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). (R-6.1) |
| 28 | Granular Sub-base with Well Graded Material (Table 400-1)By Mix in Place Method (A)\\"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, complete as per MoRTH Specification Clause 401. For All Rajasthan Except Bikaner,churu, hanumangarh and Sriganganagar For Grading III Material (R 4.1.1(iii) |
| 29 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class 2 copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class 2 copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's ISI marked (IS:3419-1988) accessories, Aluminum round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 6 A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. Short point (up to 3 mtr.)(E-1.1.1) |
| 30 | S&F following sizes (dia.) of ISI marked MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including making jhiri in the wall,clamps at suitable spacing, covering conduit and making good the same as required. 20 mm(E-1.4.1) |
| 31 | 25 mm (E-1.4.2 ) |
| 32 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanism , energy limiting of class 3 as per IEC, minimum phase termination capacity of 25 sq.mm., conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating, 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating (E- 6.1.1.2) |
| 33 | Providing & Fixing of 240/415 V isolator ISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilizationcategory, 4KV impulse withstand voltage, true contact indication, Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting, minimum phase termination capacity of 35sq.mm. IP 20 contact protection and fitted in existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Double pole isolator 63 A rating (E-6.2.1.2) |
| 34 | Supply & laying service connection with ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required.10.0 sq.mm(E-4.6.4) |
| 35 | Providing & Fixing of IK07 IP65 protected Top/Bottom mounted LED Post top Luminarie top & bottom made of single piece construction powder coated die cast alluminium housing with UV stabalized Clear / frosted Polycarbonate diffuser and Aluminium anodised with powder quoted reflector. The System level Luminous efficacy ≥ 80 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R 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 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . LED Driving output current <750mA as required.Minimum lumen output 2800 lm Post top Luminarie (E-18.10.1) Please Enable Macros to View BoQ information |
