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| 1 | DSR 2021 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 including manufactured sand derived from Recycled concrete aggregate (RCA) up to 25% : 4 graded stone aggregate 20 mm nominal size including Recycled concrete aggregate (RCA)) |
| 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 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 | Weather shade, Chajjas, corbels etc., including edges |
| 8 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources ). |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 12 | 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 : |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 14 | 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. |
| 15 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 16 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.ird course of half brick masonry. |
| 17 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 18 | 12 mm cement plaster of mix : |
| 19 | 1:6 (1 cement: 6 fine sand) |
| 20 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 21 | 1:6 (1 cement: 6 fine sand) |
| 22 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 23 | 20 mm cement plaster |
| 24 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 25 | Water thinnable cement primer. |
| 26 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 27 | Two or more coats on new work. |
| 28 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. |
| 29 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 30 | 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. |
| 31 | 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 : |
| 32 | With F.P.S. brick tiles |
| 33 | 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. |
| 34 | 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. |
| 35 | In cement mortar |
| 36 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 37 | From brick work in cement mortar |
| 38 | 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. |
| 39 | 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. |
| 40 | 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 |
| 41 | 15 mm nominal outer dia. Pipes. |
| 42 | 20 mm nominal outer dia. Pipes. |
| 43 | 25 mm nominal outer dia .Pipes. |
| 44 | 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. |
| 45 | 15 mm dia. nominal bore |
| 46 | 20 mm dia. nominal bore |
| 47 | 25 mm dia. nominal bore |
| 48 | 40 mm dia. nominal bore |
| 49 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 50 | 20 mm nominal bore |
| 51 | 25 mm nominal bore |
| 52 | 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 : |
| 53 | 15 mm diameter pipe. |
| 54 | 20 mm diameter pipe. |
| 55 | 25 mm diameter pipe. |
| 56 | 40 mm diameter pipe. |
| 57 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) |
| 58 | 15 mm nominal bore |
| 59 | 20 mm nominal bore |
| 60 | 25 mm nominal bore |
| 61 | 40 mm nominal bore |
| 62 | 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. |
| 63 | 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. |
| 64 | 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. |
| 65 | Cutting holes up to 30x30 cm in walls including making good the same: |
| 66 | With common burnt clay F.P.S. (non modular) bricks. |
| 67 | LMR ITEM |
| 68 | Supplying at site approved bond chemical (like Pidicrete URP etc.) to be used in repair works as per manufacturer\"s specifications |
| 69 | Repairs to cement concrete / RCC surfaces in patches by suitably filling cement concrete 1:1:2 (1 cement : 1 coarse sand: 2 stone aggregate 10 mm nominal size) alround the exposed reinforcement and in cracks & potholes of depth 20mm to 40mm complete as per the direction of Engineer-in-charge. |
| 70 | 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 . |
| 71 | Unskilled manual assistance |
| 72 | Semi skilled manual assistance |
| 73 | Arranging temporary arrangement for connecting existing water supply line to new PVC tank placed on terrace till dismantling of old RCC tank and constuction of new tank plateform by using 25 mm dia wired PVC flexible pipe fixed with clips all complete as per direction of Engineer-In-Charge (Providing and placeing of new tank shall be paid in relevant item ) |
| 74 | Credit for old rusted (unserviceable) C.I./S.C.I. Pipes and fittings, Mild Steel/ Steel Sections, G.I./M.S. Pipes, old steel window and grilletc. |
| 75 | Credit for oldunserviceable brass material obtained from dismantling |
| 76 | Credit for oldserviceable reinforcement steel obtained from dismantling |
| 77 | Credit for oldserviceable bricks obtained from dismantling |
