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| 1 | PART A CIVIL WORK |
| 2 | E.W In Excavation In Foundation Trenches OrDrains Including Dressing Of Sides & Ramming Of Bottoms, Lift Upto 1.50 Mtr Including Taking Out The Excavated Soil And Depositing & Refilling Of Jhiri With Watering & Ramming & Disposal Of Surplus Excavated Soil as Directed within a lead of 50 m. all kind of soil |
| 3 | P&L Cement Concrete Including Curing, Compaction Etc. Complete Using stone Aggregate 40mm Nominal SizeIn Floring & FoundationExcluding The Cost Of Shuttering Using 1 Cement:4 Sand:8 Aggregate Mix. |
| 4 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with CM 1:6 |
| 5 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. |
| 6 | Providine And Laying In Position specified grade ofreinforcement Cement Concrete Including Curing, Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttring Upto Plinth Level In 1:1.5:3 (1 Cem. :1.5 Coar. Sand : 3 Graded Stone Aggr. 20mm Non. Size) |
| 7 | Supply & Stacking good earth at site complete including loading unloading & transporation etc. Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 8 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 inSuper structure with CM 1:6 |
| 9 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 inSuper structure with CM 1:4 Rectangular Pillar |
| 10 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. |
| 11 | Providing and laying in position specified grade ofcement 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 reinforcementfor 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 |
| 12 | 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 three level.Thermo-mechanically Treated bars |
| 13 | Internal Plaster--Plaster On New Surface On Walls In Cement Sand Mortar 1:6 IncludingRacking Of Joint Etc. Complete Fine Finished. 12mm Thick |
| 14 | External Plaster -Plaster On New Surface On Walls In Cement Sand Mortar 1:6 IncludingRacking Of Joint Etc. Complete Fine Finished. 20 mm thick |
| 15 | Making grooves as per design in plaster 10mm to 20mm wide |
| 16 | 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 17 | Roof Grading :- Grading roof water proofing treatment with : Cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded stone aggregate 20mm nominal size). |
| 18 | Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4) including finished with cement mortar 1:3 as per standard design. |
| 19 | Making khurras 450 x 450mm with averageminimum thickness 50 mm cement concrete 1:2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40 micron finished with 12 mm cement plaster 1:3 and one coat of neat cement, rounding edges and making and finishing the out let complete. |
| 20 | PART B SANITARY WORK |
| 21 | P&F rigid 110 mm dia pvc pipe class IInd (4kg./cm2) approved quality make including jointing the pipe with solvent cement rubber rim & lubricant |
| 22 | PART C ELECTRIC WORK |
| 23 | S&F following sizes (dia.) of ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit as per PWD specification for electrical Works along with its accessories (IS: 3419 ) as requiredinrecess includingcutting the wall, covering conduit and making good the same as required. All relative and latest acceptance tests reports by any NABL accredited lab for the conduit shall be submitted before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, referAnnexure \"A\" attached with this BSR . 25 mm |
| 24 | P & F 18 swgM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
