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| 1 | B-44/1.8 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 |
| 2 | B-54/3.1.6 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). |
| 3 | B-69 /6.1.6 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). |
| 4 | B-59 /4.1 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 |
| 5 | B-61 /4.9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 6 | B-139/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. |
| 7 | 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)( B/4.13.3 ) |
| 8 | B-56/3.8Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 9 | B-146/12.46.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 10 | B- 99/9.9 Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design). |
| 11 | B-55 /3.2.2 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). |
| 12 | B-135/11.38.1 Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) 11.38.1 M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006 (B) Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 13 | B-128 /11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. . 40mm thick with 20mm thick nominal size aggregate. |
| 14 | B-1.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil |
| 15 | BASIC RATES OF MATERIALS 293 Stone Aggregate (Single size) : 40 mm nominal size G-4.1 Carriage of material 4.2 Building Rubbish Stone metal (Grit and ballast etc.) for lead of 160 Km (990+240+980) |
| 16 | R / 6.1 Construction of un-reinforced , plain cement concrete pavement M30(Grade),thickness as per design ,over a prepared subbase ,with 43/53 grade cement as per Clause 602,coarse and fine aggregates conforming to IS:383,maximum size of coarse aggregate not exceeding 31.5mm,mixed in a in fully automatic Batching Plant and transported to site intransit mixer for having continuous agitated mixer,manufactured as per approved mix design including pump ing 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 incharge 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 concretes labs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewaterin process with all required equipments (Dowel Bars will be paid seprately). |
| 17 | R/16.35 Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, painting & jointing with cement mortar 1:4 of size 20 x 25 cm |
| 18 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix ( B /4.3 ) |
| 19 | 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 |
| 20 | 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. B/4.10.2 |
| 21 | S/2.39.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.25 mm nominal size(External work). |
| 22 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work).15 mm nominal size (S-240/2.39.1 ) |
| 23 | S-2.15.3P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 25 mm nominal bore. |
| 24 | S-2.15.1P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 15 mm nominal bore. |
| 25 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: .(A) 500 ltr Capacity (S-236/2.26.3) |
| 26 | SITC of Dewatering Submersible Motor Pump set, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. with SS Impellor, body, shaft, mechanical seal etc. as required. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 1.0 HP, 3-Ø, (5 - 12)Mtr, (333 - 95) LPM (E 21.08.01) |
| 27 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS Conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR E-- 4.1.11 2 x 4.0 sq.mm |
| 28 | Labour charge for spreading of available of 20-63 mm nominal size Hand / Crusher broken stone agregate in uniform layer of 100 mm thicknessin yard of any substation (charged / uncharged GSS) with manual / mechanical means, as permitted by the Engineer In Charge with due care as per safety norms of substation complete in all respect with all lead & lift. (Payment shall be done as per stack meaurement ,after deduction of voids as per norms) (As per approved by CE civil RVPN jaipur vide letter no. D.284 Dated 02.05.2025) Please Enable Macros to View BoQ information |
