|
| 1 | PART A CIVIL WORK |
| 2 | Dismantling brick tiles covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In mud mortar |
| 4 | Demolishing mud phuska/ Lime dhar/ Kharanja in terracing and disposal of unserviceable material within 50 meters lead. |
| 5 | Dismantling Jack Arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50-meter lead. |
| 6 | Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in:R.S. Joists. |
| 7 | Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead: Of area 3 square meter and below. |
| 8 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 up to plinth level in Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 9 | 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 , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 10 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 11 | Roof Slab & Beams :- 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. |
| 12 | Roof Slab & Beam :- 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 |
| 13 | 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 (Conforming of relevent IS code) |
| 14 | 6 mm cement plaster to ceiling of mix 1:3 (1 cement :3 corse sand) |
| 15 | Internal Plaster--Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished. 12mm Thick |
| 16 | External Plaster -Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished. 20 mm thick |
| 17 | Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 | Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with River sand complete. |
| 20 | 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 stone aggregate 20mm nominal size). |
| 21 | P&L 25 mm thick Polished blue kota stone flooring Skirting laid Over 20 mm thick base of CM 1:4 & jointed with grey cement slury math the shade of slabe incld rubbing and polishing complete. Size 2001 to 5000 sq.cm |
| 22 | P&L 25 mm thick Polished blue kota stone flooring Skirting laid Over 20 mm thick base of CM 1:4 & jointed with grey cement slury math the shade of slabe incld rubbing and polishing complete. Size upto 2001 sq.cm |
| 23 | PART B SANITARY WORK |
| 24 | 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 . |
| 25 | PART C ELECTRIC WORK |
| 26 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 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 10810-53, 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 2 x 2.5 sq. mm.+1X1.5 sq mm |
| 28 | P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Please Enable Macros to View BoQ information |
