|
| 1 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in lead of 50 m. All kinds of soil. Item No 2.8.1 DSR 2023 |
| 2 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor ,along the external perimeter of building expansion joints,suurrounding of pipes and conduites etc.complete [Plinth area of the building at ground floor only shall be measured as per I.S.6313[Part-21981]Adenine mollifiable concentrate of any other approved material such as hepthrachlor or chordancewill be used the rate of application of chemical emulsion shall be as Follows:(1) Treatment for masonry & Foundation 5 liters per Sqm.(2) Back fill in immidiate contract with foundation 7.5 liters per sqm(3) Treatment of top surface of plinth filling 5 liters per sqm(4) Treatment of soil along external perimeter of building 2.25 liters per linear meter of the perimetr wall.(5) Treatment of soil under apron along external perimeter of building 5 liters per sqm(Based on SI No. 19.04 new item) SOR 2022 Page 49 |
| 3 | cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools, & Plants etc. required for proper completion of the work. (SOR-2022, SI 5.11, Itme No-281) |
| 4 | M-150 brick work in 1:6 cement and coarse sand of (1.75-2.00) fineness modulus mortar in foundation and plinth including supply of all materials, labour, T&P etc erquired for proper completion of work. (Sor-2022, SI (303(a) |
| 5 | 12 mm thick plaster with 1:6 (1 cement : 6 coarse sand) of approved coarse sand of Minimum thickness not to be less than 10 mm .Including supply of all materials , labour and T&P etc requried for proper complition of the work (DSR No 13.4.2) |
| 6 | RCC work with cement, approved coarse sand of 2.20 -3.60 FM and 20mm. Guage approved stone grit in the proportion of 1:1.5:3 in Plinth Band excludidng supply of reinforcement and its bending but including its fixing and bining the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and also including providing and mixing waterproofing compound, supply of all materials, labour and T&P etc. required for proper completin of the work . Binding wire cost included the item it will be provided by contractor for which no extra payment shall be made. ( S I No 283 (a) ) |
| 7 | Painting on above plinth band or over roof slab two coat of air blown bitumen S-35(60/70) or S-90 (80/100) @ 1.70 kg /Sqm including cost of fuel wood other materials, labour and T&P etc. required for proper completion of the work. (SI No 362+363) |
| 8 | P/F of Montex Sheet (HDPE Sheet) Ever Bitamen Painting on Plinth band i/c Supply of all Material Labour. If etc Complete. AR |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). (DSR No 4.10) |
| 10 | Class M-150 brick work in 1:6 cement and coarse sand of 1.75 to 2.20 F.M. Mortar in super structure i/c necessary cutting or moulding of bricks as required and also i/c honey comb brick work, thickness of walls not to be less than one brick thick wall and i/c supply of all materials, labour, T&P etc. required for proper completion of work. SOR-2022, SI No-(303(a)+309+310) |
| 11 | Class 150 brickwok (115 mm thick) in 1:4 cement and Coarse sand ( FM 1.5 to 2.0) mortar in super structure above plinth level including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work. SOR-2022, SI No-(303(a)+309+310+310a) |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR No 5.22.6) |
| 13 | 12mm thick bearing plaster in 1:6 cement and coarse sand (F.M. 1.50-1.75) mortar to provide an even surface in required levels and slopes over masonry walls i/c two coat white washing over plaster i/c supply of all materials, labour, T&P etc. required for proper completion of the work. ( 262+12) (DSR No 13.4.2+13.38) |
| 14 | Mild steel or iron work in small size and sections such as holding down bolts, holdfast, tie rods gratings etc. (when not wrought to i/c in an over all rates)wrought to required form i/c supply of all steel and its wastage i/c cost of bolts, huts if required and welding, grinding and making holes as required for proper completion of the work [SI No. 502 SOR-2022] |
| 15 | Supply and fixing ISI marked Door & Window hinges |
| 16 | For Door ( 100x58x1.90 mm as per DSR code 9.55.2 ) |
| 17 | For Window (75x47x1.70 mm as per DSR Code 9.55.3) |
| 18 | Mild steel or Iron work in heavy sizes such as trusses, built up gates, record racks, roof work, gates etc including riveting or welding where necessary positing. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR No 10.25.2) |
| 19 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding (DSR No 9.48.1) |
| 20 | Cast cement concrete Door sills, chaukhat, boundary post, shelves and similar small work with cement Approved Coarse sand 2.20 To 3.60 FM with 2 cm grared stone grit in 1:2:4 excluding supply of reinforcement and it's binding but including fixing and binding the same with 24 B.W.G.G.I. Binding wire including supply of all material labour T & P etc.required for proper completion of the work. (S.I.No 282 SOR-2022) |
| 21 | R.C.C. Work with cement, approved Coarse sand of 2.20-3.60 FM and 2 cm (3/4\\") gauge approved stone grit in the proportion 1:1.5:3 in Lintels of Door and windows and Door bend at door levels excluding supply of reinforcement and its bending the same with 24 BWGGI binding wire and i/c necessary contering and shuttering etc and also i/c supply of all materials, labour, T&P etc. required for proper completion of work. Cost of binding wire include in the item. It will be provided by the contractor for which no extra payment should be made. (S.I.No 283 a SOR-2022) |
| 22 | R.C.C. Work with cement approved coarse sand (F.M. 2.20 to 3.60) and 20 mm gauge approved stone grit in the proportion 1:1.5:3 (M-20) in lighter beam excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. bunding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of the works. (S.I.No 285 a SOR-2022) |
| 23 | R.C.C. Work with cement approved coarse sand (F.M. 2.20 to 3.60) and 20 mm gauge approved stone grit in the proportion 1:1.5:3 (M-20) in Slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. bunding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of the works. (SOR 2022 SL NO 5.17 New Item) |
| 24 | 12mm thick cement plaster with 1:6 cement and coarse sand (F.M. 1.50-1.75) mortar over brick work minimum thickness not be less than 1 cm. Including supply of all materials , labour , tools & plants etc. required for proper completion of the work. (DSR No 13.4.2) |
| 25 | 12mm thick cement plaster with 1:4 cement and coarse sand (F. M. 1.50-1.75) mortar over brick work minimum thickness not be less than 1 cm. including supply of all materials, labour, tools & plansts etc. required for proper completion of the work. (DSR No 13.4.1) |
| 26 | Add for extra labour and materials for plaster over rough face of one brick wall (SI No-596) |
| 27 | 6mm thick ceiling plaster in 1:3 cement and coarse sand of 1.50-1.75 F.M. Mortor including supply of all material, labour, T& P etc. Required for proper completion of the work. (DSR No 13.16.1) |
| 28 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :(DSR No 22.7.1) With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR No 22.7.1) |
| 29 | Cutting groove in plaster 1.0 cm wide & 1 cm deep by using special tools including supply of all tools & plants etc. complete. As per DSR 5.30 |
| 30 | Making drip course in sun shades or facia with 1:3 cement and fine sand mortar as per direction of engineer-in-charge incluiding supply of all material, labour, T&P etc. required for proper complition of the work. (SOR 2022 SI 13.20 new item) |
| 31 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : 13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) with Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement primer. (DSR No 13.47.1) |
| 32 | Finishing wall with one coat of cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint on undecorated after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI No 15.25 New Item SOR 2022) |
| 33 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (DSR No 9.21.1) |
| 34 | S/F of ISI marked oxidized iron fitting with serew for door and window etc. [ SI No. 473 PWD SOR-2022] |
| 35 | Fixing of MS-chaukhat in proper position labour rate only. (SOR 2022 SI No 10.19 new item) |
| 36 | Door chaukhat D |
| 37 | window Chaukhat W |
| 38 | Ventilator chaukhat V |
| 39 | Painting Steel work o woo work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. (DSR No 13.48.3) |
| 40 | Making house number and block as per approved design and writing the house no as per approved size i/c supply of all material, lobour T&P etc required with proper completion of the work. M.R. |
| 41 | Supply and fixing of Harrison Pad Lock 70mm (T-26 0279) or equivalant with three keys of approved qualtiy and make as per direction of Engineer in charnge. M.R |
| 42 | Providing and Fixing 40 mm outer Dia C.P.V.C spout pipe 35.00 cm long. (M.R) |
| 43 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat ment,punning,rounding the edges and making and finishing the outlet complete. 110mm (DSR No 12.22) |
| 44 | 2.5 cm (1\\") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm (1\\") graded approved stone grit, laid in panels finished with 3mm (1/8\\") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified without base concrete and i/c removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, i/c supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SI No. 601a SOR-2022) |
| 45 | Providing & fixing glass strips of 4mm thickness in joints of floor and skirting at the time of laying labour,tools and plants etc complete (DSR No 11.13.1) |
| 46 | Making Expansion of joint with 24 gauge 5\\" wide aluminum sheet & 8\\" tar felt fixed with tar mastic in roof or floor filling joint with approved bitumen 30/40 as per direction of engineer-in-charge supply of all material, labour, T&P etc. required for proper complition of the work. SOR 2022 (SI 547) |
| 47 | S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWG MS. Sheet incorporating 10mm dia, M.S. round bar duly bent for supporting fan hanger dully painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C roof before concreting along with supply of all materials,labour. T& Petc. required for proper completion of the work. DSR Ele. 2022 =0.789x109/107 |
| 48 | Making House connecting chamber size 600mm x600mm x750 mm brick work with common burnt clay FPS (non modular) bricks of class designation 150 in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with CI surface box 100 mm top diameter chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c necesssary excavation foundation concrete 1:5:10 ( 1 cement ;5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 3 (1 Cement : 3 coarse sand) 12 mm thick finished with a floating coat of near cement complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR No 18.33.1) |
| 49 | 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, (i) Single socketed pipes. 110mm dia (DSR No 12.41.2) |
| 50 | Excavating, supplying, stacking and filling of local earth (including royalty) by machanical transport upto a lead of 5km also including ramming and watering of the earth in layeers not exceeding 20cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR No 2.25a) |
| 51 | Supply and fixing and concealing of 25 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction of Engineer in charge. (S.I. No. 148A) SOR-2018 |
| 52 | Supply and fixing of 2/3/4 ways round PVC junction box confirming to ISS for 25mm dia PVC conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of all the material, labour and T&P required for proper completion of work. (S.I. No. 155A) SOR-2018 Please Enable Macros to View BoQ information |
