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| 1 | DSR 2023 Items |
| 2 | Providing and laying cement concrete 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, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 3 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 6 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 7 | Suspended floors, roofs, landings, balconies and access platform |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. |
| 14 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 15 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 16 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 17 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : |
| 18 | 4.0 mm thick glass panes. |
| 19 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, |
| 20 | (i) Single socketed pipes. |
| 21 | 75 mm diameter |
| 22 | 110 mm diameter |
| 23 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. |
| 24 | Single tee with door |
| 25 | 75x75x75 mm |
| 26 | 110x110x110 mm |
| 27 | Bend 87.5° |
| 28 | 75 mm bend |
| 29 | 110 mm bend |
| 30 | 12 mm cement plaster of mix : |
| 31 | 1:6 (1 cement: 6 fine sand) |
| 32 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 33 | 1:6 (1 cement: 6 fine sand) |
| 34 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 35 | 20 mm cement plaster |
| 36 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. |
| 37 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. |
| 38 | Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : |
| 39 | With F.P.S. brick tiles |
| 40 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 41 | 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. |
| 42 | In cement mortar |
| 43 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 44 | From brick work in cement mortar |
| 45 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
| 46 | 100 mm dia pipe |
| 47 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 48 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 49 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall |
| 50 | 25 mm nominal outer dia .Pipes. |
| 51 | 40 mm nominal outer dia. Pipes. |
| 52 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. |
| 53 | 15 mm dia. nominal bore |
| 54 | 20 mm dia. nominal bore |
| 55 | 25 mm dia. nominal bore |
| 56 | 40 mm dia. nominal bore |
| 57 | Providing and fixing old available G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. |
| 58 | 15 mm dia. nominal bore |
| 59 | 20 mm dia. nominal bore |
| 60 | 25 mm dia. nominal bore |
| 61 | 40 mm dia. nominal bore |
| 62 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 63 | 25 mm nominal bore |
| 64 | 20 mm nominal bore |
| 65 | 40 mm nominal bore |
| 66 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : |
| 67 | 15 mm diameter pipe. |
| 68 | 20 mm diameter pipe. |
| 69 | 25 mm diameter pipe. |
| 70 | 40 mm diameter pipe. |
| 71 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) |
| 72 | 15 mm nominal bore |
| 73 | 20 mm nominal bore |
| 74 | 25 mm nominal bore |
| 75 | 40 mm nominal bore |
| 76 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 77 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. |
| 78 | 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. |
| 79 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. |
| 80 | 25mm nominal bore. Weighing not less than 62 gms. |
| 81 | Cutting holes up to 30x30 cm in walls including making good the same: |
| 82 | With common burnt clay F.P.S. (non modular) bricks. |
| 83 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. |
| 84 | LMR ITEM |
| 85 | Providing manual assistance for minor civil works such as cleaning of area surrounding building, trimming of tree branchs over buildings, disposal of dumped unserviceable material from terrace to ground floor in dumping ground, rearrangement of existing water supply lines etc as per direction of Engineer In charge . |
| 86 | Semi Skilled manual assistance |
| 87 | Unskilled manual assistance |
| 88 | Credit of old rusted (unserviceable) C.I./S.C.I. Pipes and fittings, Mild Steel/ Steel Sections, G.I./M.S. Pipes, old steel window and grill etc. |
| 89 | Credit for using old serviceable bricks obtained from dismantling Please Enable Macros to View BoQ information |
