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| 1 | Supplying, installation, testing and commissioning of 6 Passenger lift |
| 2 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of material, royalty all taxes etc. but excluding the cost of carriage, all complete as per specification (6.8) Common JSR |
| 3 | Fabrication, assembling 200A HRC TPN switch incoming and 100/63A TPN, 35KA MCCB outgoing 4 nos. lighting LT electrical sub distribution control panel with the foloowing accessoires: |
| 4 | Supplying and fixing PVC fittings of approved make confirming to IS : 1729 including supplying nails and bobbins, fixing solutions including earth work or masonary work cutting and remaking and providilding as the case may be all complete as per specification and direction of E/I.PVC plain bend 100mm dia. |
| 5 | PVC double junction with door and ear 100mm dia. |
| 6 | PVC cowl - 100mm dia. |
| 7 | Floor trap - 100mm dia. |
| 8 | Ring rubber |
| 9 | Lubricant |
| 10 | Door piece |
| 11 | Providing Interior Fitout Work At Proposed model Zila Parishad Office Type - I - (Big) |
| 12 | SUPPLY & INSTALLATION OF OFFICE BOUGHT OUT FURNITURE ITEMS At Proposed model Zila Parishad Office Type - I - (Big)Table-1 dining |
| 13 | Chair |
| 14 | Counter |
| 15 | Table-2 |
| 16 | Chair Maid Back |
| 17 | Coffee Tabel |
| 18 | 3 Seater Bench |
| 19 | Table-3 |
| 20 | Console-1 |
| 21 | Console-2 |
| 22 | Console-3 |
| 23 | Console-4 |
| 24 | Chair High Back |
| 25 | Supply, Installation, Testing and Commissioning of IP Based CCTV Cameras& Supply, Installation, Commissioning Of Building Wide Wired And Wireless Local Area NetworkAt Proposed model Zila Parishad Office Type - I - (Big)DAHUA 64CH NVR WITH 8 SATA |
| 26 | DAHUA IP DOME CAMERA 2 MP IR PROGRESSIVE CMOS, H.264+ & h.265 DUAL STREAM ENCODING, TRUE DAY/NIGHT(ICR), IP 67, POE, IR LENGTH 30 MTRS |
| 27 | DAHUA IP INDOOR BULLET CAMERA 2 MP IR PROGRESSIVE CMOS, H.264+ & h.265 DUAL STREAM ENCODING, TRUE DAY/NIGHT(ICR), IP 67, POE, IR LENGTH 30 MTRS |
| 28 | Surveillance Videos DATA 4TB |
| 29 | 24 Port Managed PoE+ switch 10/100/1000 Base-T ports + 2x1G SFP ports |
| 30 | 25 Port L2 Managed switch 10/100/1000 Base-T ports GIGA |
| 31 | NETWORKING RJ45 CLIPPING |
| 32 | CAT 6E WIRING WITH PVC ACCESSORIES PER MTR CHARGES (APPROX 4500 METRES) |
| 33 | NETWORK SERVER RACK |
| 34 | NETWORK SERVER RACK |
| 35 | INSTALATION charge per camera |
| 36 | INSTALATION charge of 6 u server rack |
| 37 | INSTALATION charge of 42u server rack |
| 38 | INSTALATION charge per NVR |
| 39 | INSTALATION charge per NVR |
| 40 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R. |
| 41 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR |
| 42 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.8 JSR |
| 43 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR |
| 44 | Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR |
| 45 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 46 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 47 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 48 | Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.9JSR |
| 49 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 50 | Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR |
| 51 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR |
| 52 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 53 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 54 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 55 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 56 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 57 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 58 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 59 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 60 | Reinforcement Bar in R.C.C. 5.5.4,5.5.5,5.5.6 JSR 8mm 20% |
| 61 | 10mm 10% |
| 62 | 12 mm 10% |
| 63 | 16mm 20% |
| 64 | 20mm 20% |
| 65 | 25mm 20% |
| 66 | Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.3 JSR |
| 67 | Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.11 JSR |
| 68 | Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. 5.7.15 JSR |
| 69 | Providing 12 mm Thk. cement plaster(1:6) on walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I5.7.3 JSR |
| 70 | Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I 5.7.6 JSR |
| 71 | Providing and applying Thermoflex P-111/Sikka coolcoat or any other Equivalent compound of roof od slab as per following procedure (i) Surface preparation :- Surface of roof slab should be cleaned with wire brush, Dust particle should be removed and surface should be washed with high water pressure and should be get dried. (ii) Primer Coat :- Thermoflex P-111 should be diluted with potable water in 1:1 ratio and this solutation should be applied on cleaned and dry surface with soft brushy roller. (iii) 1st Coat P-111 :- After 3 hours of primer coat first coat of P-111 without any dilutation should be applied with soft brush/roller (iv) when the first coat is partialy and acraylic fibremesh 80GSM mat should be laid and pressed with roller (v) Second / Final Coat :- 2nd coat P-111 (without any dilution) should be applied after 3 hours of 1st coat it should be allowed to dry for 4 hours not be any water contact on surface till 24 hours of final completion of treatment 5.12.10 JSR |
| 72 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than0.08% and conforming to IS: 15622 of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 600x6005.6.28 JSR |
| 73 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm5.6.28 JSR |
| 74 | Providing and laying 25 mm thick kotah stone slab flooring of approved size, texture and colour over 18 mm of thick base of lime morter (1:1:1) (lime putty:Surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.(iv)600x6005.6.19 JSR11.46.4 DSR |
| 75 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.41 JSR + 5.8.45 JSR |
| 76 | Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. All complete job.Providing and applying POP putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all complete as per building specification and direction of E/l.13.47.1+13.26 DSR |
| 77 | Providing two coats of plastic emulsion of approved shade and make over a coat of of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying puuty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmProviding and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete 5.8.21JSR + 13.26 DSR |
| 78 | Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessaryfilling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :21.1.1.1DSR |
| 79 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side 21.2.1 DSR |
| 80 | Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete as perthe architectural drawings and the directions of engineer-in-charge . (Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)21.3.2 DSR |
| 81 | Providing and fixing fan hook of 16mm dia M.S. bar 1 metre long bent to required size and shape, placed in position and fixed in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/l. (where material is not supplied by deptt.) 5.5.13 JSR |
| 82 | Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)Per sq.m @ 42 kg/SQM5.5.12 JSR |
| 83 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand . 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth - do - do - all complete job as per direction of E/I.4.17 DSR |
| 84 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL antitermite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:Pre treatment2.35+2.35.2 DSR |
| 85 | Providing 250 mm wide brick drain in cement mortar (1.6) with av. 150mm, clear depth and 250mm apron including cost of earthwork involved with 75 mm cement concrete (1:4:3) over one brick designation 75A, flat solling in proper grade and slope at the base, the drain duly plastered in CM (1:3) with punning over exposed surface all complete as per building specification and direction of E/I5.10.33 JSR |
| 86 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.11.56.1 DSR |
| 87 | Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge.8.17 DSR |
| 88 | Designing, fabricating, testing, protection, installing and fixing in positionsemi (grid) unitized system of structural glazing (with open joints) for linearas well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description,as specified, as per the approved shop drawings and as directed by the Engineerin-Charge. Note:-1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from thecertified laboratories accreditated by NABL(National Accreditation Board forTesting and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately.The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/ IEC 17025.1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-33010 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml25.2 DSR |
| 89 | Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement |
| 90 | Chips |
| 91 | Bricks |
| 92 | Steel |
| 93 | Point Wiring in PVC Conduit, with Modular type Switch: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.3.3 JSR E&M Gr-C |
| 94 | Supply and Fixing Light Plug Point with Modular Type Accessories:Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).1.3.1 JSR E&M |
| 95 | Supply and Fixing Light Plug Point with Modular Type Accessories: Supply and Fixing GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular type switch, connection, painting etc as required. 1.3.2 JSR E&M |
| 96 | Supply & fixing 20A SPN MCB Industrial Socket Outlet: Supply and fixing of 20A, 240V, SPN insustrial type socket outlet with 2 poles and earth, metal enclosed plug top along with 20 amps 'C' series, SP MCCB, in sheet steel enclosure, on surface or in recess with chained metal cover for socket out let and complete with connections, testing and commissioning etc as required. 2.18 JSR E&M |
| 97 | Power Plug Wiring in PVC conduit (2x4 sq. mm): Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 number 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1.5 JSR E&M |
| 98 | Circuit / Sub-main wiring in PVC Conduit: Wiring for circuit / sub-main wiring along with earth wire with the following sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit as required. 1.7 JSR E&M2x1.5 Sqmm + 1x1.5 sqmm earth wire 1.7.1 |
| 99 | x2.5 Sqmm + 1x2.5 sq mm earth wire 1.7.2 |
| 100 | 2x4 Sqmm + 1x4 sq mm earth wire 1.7.3 |
| 101 | 4x6 Sq.mm + 2x6 Sq.mm earth wire. 1.7.9 |
| 102 | 4x10 Sq.mm + 2x6 Sq.mm earth wire. 1.7.10 |
| 103 | S/F TP MCB DB:- Supplying and fixing of following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (Without MCB/RCCB/ISOLATOR). (All TP MCB DB shall be as per IS:8623) 2.9 JSR E&M4 Ways (4+12 ways) double door 2.9.4 |
| 104 | 6 Ways (4+18 ways) double door 2.9.5 |
| 105 | 8 Ways (4+24 ways) double door 2.9.6 |
| 106 | S/F 'C' series MCB:- Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.12 JSR E&M6/32A Single Pole 2.12.1 |
| 107 | 6/32A TP MCB 2.12.8 |
| 108 | 50/63amp TPN MCB 2.12.10 |
| 109 | S/F Ceiling Rose: Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 1.33 JSR E&M |
| 110 | S/F Batten / Angle Holder: Supplying and fixing batten / angle holder including connection etc as required. 1.34 JSR E&M |
| 111 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1.27 JSR E&M4/5 Module (78mmX78mmX50mm) 1.27.2 |
| 112 | 6 Module (200mmX75mm) 1.27.3B9:B26C26B8:B26B7:B26CB4:B26 |
| 113 | ITC fluorescent fitting directly on surface :- installation testing and commissioning of Pre - wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc, directly on ceiling / wall, including connection with 1.5 Sq. mm. FR PVC insulated, copper conductor, single core cable and earthing etc. as required. 1.41 JSR E&M |
| 114 | ITC Ceiling Fan :- Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (Up to 30 cm) with 1.5 sq. mm. FRPVC insulated,copper conductor,single core cable etc, as required. 1.44 JSR E&M |
| 115 | S/F Modular type electronic fan regulator: Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required. |
| 116 | Installation of exhaust fan in the existing opening, includingmaking good the damage, connection, testing, commissioningetc. as required. 1.48 JSR E&M Upto 450 mm sweep |
| 117 | Telephone Wiring in Existing Conduit: Supplying and drawing, following pair, 0.5 sq.mm FR PVC insulated copper conductor, unarmoured telephone cable in the existing surface / recessed steel / PVC conduit as required. 1.16 .2 JSR E&M2 pair |
| 118 | S/F Modular type Switch / Socket: Supplying and fixing following modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc as required.Telephone socket outlet 1.24.6 |
| 119 | Copper Earth Plate Electrode:Earthing with copper plate 600mm x 600mm x 3mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (with charcoal/ coke and salt ) as required. 3.6 JSR E&M |
| 120 | Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required. 3.7 JSR E&M |
| 121 | Providing and fixing 25mm x 5mm copper earth strip in pipe:Providing and fixing 25mm x 5mm copper earth strip in 40mm dia. G.I. pipe from earth electrode, as required 3.11 JSR E&M |
| 122 | LED Batten 20/22W14.95 Overhead & Profit charge M-854 JSR E&M Pg no 48 |
| 123 | 9/10 W Led Bulb14.95 Overhead & Profit charge M-855 JSR E&M Pg no 48 |
| 124 | Supply of 300mm dia 1400 rpm,230V AC Exhaust Fan (metal) exhaust fan 9\\" in with double ball bearing existing opening and fittinigs as required. 14.95 Overhead & Profit charge M-774 JSR E&M Pg no 46 |
| 125 | Supply installation, testing and commissioning of following size ceiling fan 3 blades Confirming to IS:374:2019 including the down rods of standard length (upto 30 cm) with 1.5 sqmm FR PVC insulated, copper wire suitable for 230V 50 Hz, single phase supply etc. complete as required.1400 mm 56\\" 9.4.2 JSR E&M |
| 126 | Provioding and laying 1.1 KV grade aluminium armoured cable as per IS 1554 (Part I) heavy duty all cost complete including cost of brass compression gland, cable jointing and end termination as per specification and direction f E/I. (Basic rate +40% for laying & C.P. )S/F3.5 core, 95 sq.mm14.95 Overhead & Profit charge M330 JSR E&Mpg no 41 |
| 127 | S/F3.5 core, 50 sq.mm14.95 Overhead & Profit charge M328 JSR E&Mpg no 41 |
| 128 | Silent Type DG Set of Capacity 87.5 KVA with AMI Panel IS/IEC -600034 1IS: 1460 IS: 13018 M905 Pg no 55+14.95% |
| 129 | Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with \\"p\\" trap of Parry Hindustan or any other I.S.S. make including supplying & fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grms. , 15 mm P.V.C. alkathene pipe 45 cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/ cuckoo or other I.S.S. make with hinges or screw etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l. (A) With \\"P\\" trap (a)12.5 lit. low level P.V.C. cistern 3.2.2 i(a) |
| 130 | Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry hindustan or any other ISS approved make with 100mm HCI p trap 15 litres CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings CI or C C bracket 32mm alkethene / PVC telescopic flush pipe about 2m long with one brass coupling and clamps GI chain and pull including supplying and fixing a pair of vitreous white glazed earthenware footrest to be fixed in floor 15mm CI body brass spindle stop cock of weight not less than 50 grames 15mm PVC connection pipe 450mm long and coat of red oxide primer etc all complete as per specification and direction of E/I. 3.2.1 A(b)with 12.5 litre low level PVC cistern |
| 131 | supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or hindustan or any other I.S.S approved make supported on painted C.I OR R.S bracket 32mm C.I brass waste 15mm dia C.I body brass spindle stop cock of approved quality of weight not less than 350 grames, 32mm PVC wate pipe 750mm long with brass coupling with one end and making plumber joints etc.all complete as per specification and direction of E/I. 3.2.5 |
| 132 | Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 17.23 DSR |
| 133 | Supplying, fitting and fixing gun metal full way valve of approved quality all complete as per specifcation and direction of E/I. 3.1.1220mm dia. |
| 134 | 25mm dia. |
| 135 | 32mm dia |
| 136 | 40mm dia |
| 137 | Providing and fixing brass stop cock of approved quality all complete as per specification and direction of E/I. … 15mm dia. 3.1.6 |
| 138 | Cutting chajjas or concrete for laying PVC Pipe and restoring the same with R.C.C. (1:2:4) brick work in cement Mortar (1:4) and cement plaster 1:4 as per specifiction and direction of E/I 3.1.17 |
| 139 | Making holes in walls for PVC Pipe and restoring the same atfer pipe Laying (b) 250mm thick wall 3.1.18 |
| 140 | Cutting drain width wise above GL for laying PVC pipe and restoring brick work in cement mortar (1:4) 12mm cement plaster in C.M. (1:4) with neat cement punning as per specifciation and direction of E/I. (PVC 110mm dia) 3.2.10 |
| 141 | Making holes in wall for laying PVC pipes and restoring the same all cost complete (PVC pipe 250mm dia) 3.2.11 (ii) |
| 142 | Supplying all tolls and labour and cutting chajja cornice for laying PVC pipes and making good the same as per specification and direction of E/I. 3.2.9 |
| 143 | Supplying, fitting and fixing bathroom fittings of approved make and as per IS specification all cost complete as per direction of E/I. (all rates have been adopted from the basic rate from SOR + 14.95% for labour and Contractors profit) SOR basic rate + 14.95% for labour and CPPillar cock Long neck (Basic rate Rs.756.60 + 30% for C.P. & laying charge) Page -40- M961 ii |
| 144 | Bib cock - long thread (Basic rate Rs.701.10 + 30% for C.P. & laying charge) Page -40- M961 iv |
| 145 | Angular Stop cock L.T.(Basic rate Rs.572.85 + 30% for C.P. & laying charge) Page -40- M961 vi |
| 146 | Glass shelf (Basic rate Rs.641.25 + 30% for C.P. & laying charge Page36 -M392(a) |
| 147 | Flush valve complete with 32mm size control cock & flange (Basic rate Rs.3283.00 + 30% for C.P. & laying charge Page 41 -45(xxviii) |
| 148 | 32mm dia. PVC waste pipe 750mm long with cushion (Basic rate Rs.52.00 + 30% for C.P. & laying charge Page 40-M960(ii) |
| 149 | 15mm C.P. nipple with coupling(As per JSR 15 basic rate Rs.72.70 + 30% C.P. & laying charge) page-40- M960(vi) |
| 150 | Providing Solvent cement (as per JSR 15 basic item - 240.00 + 30% C.P & laying charge Pg17 itm-37 |
| 151 | Supplying, fitting and fixing Mirrors of 6mm thick plate glass bevelled edge mirror including C.P. brass revolving fittings 3mm ply wood board and C.P. hinges to fix with mirror. 600 X 450mm 3.1.21 (b) |
| 152 | Supplying, fitting and fixing C.P. brass soap dish container medium quality with screw and hinges etc. 3.1.21 (cii) |
| 153 | Providing and fixing 15mm dia and 45cm long PVC connection pipe with heavy quality brass coupling at both ends etc all complete as per specification and direction of engineer in charge 3.1.9 |
| 154 | Supplying, materials and labour for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600X450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600X475mm G.I. cover with frame (weight not less than 35kg) alongwith earth work in excavation and 80mm thick PCC (1:3:6) in foundation and refilling all complete as per specification and direction of E/I 3.3.8 |
| 155 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931, 15mm dia nominal bore of approved brand C.P. fittings DSR 18.49 |
| 156 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quaility and colour 15mm nominal bore weighing not less than 32gms. DSR 18.75.1 |
| 157 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i.e fixing the pipe with clamps at 1Mtr. Spacing. This includes jointing of the pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I. Concealed work including cutting chases and making good the walls etc. DSR 18.720mm nominal bore 18.7.2 |
| 158 | 25mm nominal bore 18.7.3 |
| 159 | 32mm nominal bore 18.7.4 |
| 160 | External work - 40mm nominal bore 18.7.5 |
| 161 | Providing & fixing on wall face unplasticised - Rigid P.V.C. pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socketed pipes. 110 mm dia DSR 12.41.2 |
| 162 | Providing and fixing on wall face unplaqsticised- PVC moulded fitting/ accessories for unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A,including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Sin110x110x110 ,mm 12.42.3.2 |
| 163 | 110 mm bend 12.42.5.2 |
| 164 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :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. page-32- M079 JSR |
| 165 | Supplying and fixing PVC fittings of approved make confirming to IS : 1729 including supplying nails and bobbins, fixing solutions including earth work or masonary work cutting and remaking and providilding as the case may be all complete as per specification and direction of E/I.PVC plain bend 100mm dia. |
| 166 | PVC double junction with door and ear 100mm dia. |
| 167 | PVC cowl - 100mm dia. |
| 168 | Floor trap - 100mm dia. |
| 169 | Ring rubber |
| 170 | Lubricant |
| 171 | Door piece |
| 172 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R. |
| 173 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR |
| 174 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR |
| 175 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of material, royalty all taxes etc. but excluding the cost of carriage, all complete as per specification (6.8) Common JSR |
| 176 | Providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and technical specification of E/I14.18(ii) RCD JSR |
| 177 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 178 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 179 | Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement |
| 180 | Chips |
| 181 | Boulder |
| 182 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R. |
| 183 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR |
| 184 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 185 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 186 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction ofEngineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.16.91.2 |
| 187 | Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement |
| 188 | Chips |
| 189 | Paver |
| 190 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R. |
| 191 | Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B)5.1.2 JSR60% Quantity vide item no. 1 |
| 192 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR |
| 193 | SAND FILLINGProviding coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR |
| 194 | Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR |
| 195 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 196 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 197 | RCC WORK BELOW PLINTH LEVELProviding and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.9JSR |
| 198 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 199 | Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR |
| 200 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR |
| 201 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 202 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 203 | Reinforcement Bar in R.C.C. 5.5.4,5.5.5,5.5.6 JSR 8mm 20% |
| 204 | 10mm 10% |
| 205 | 12 mm 10% |
| 206 | 16mm 20% |
| 207 | 20mm 20% |
| 208 | 25mm 20% |
| 209 | Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.3 JSR |
| 210 | Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.11 JSR |
| 211 | Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. 5.7.15 JSR |
| 212 | Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. All complete job.Providing and applying POP putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all complete as per building specification and direction of E/l.13.47.1+13.26 DSR |
| 213 | Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)Per sq.m @ 30 kg/SQM5.5.12 JSR |
| 214 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.41 JSR + 5.8.45 JSR |
| 215 | Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement |
| 216 | Chips |
| 217 | Bricks |
| 218 | Steel |
| 219 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.2.12 DSR |
| 220 | Grassing with selection No. 1/ Doob grass including watering andmaintenance of the lawn for 30 days or more till the grass forms a thicklawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).2.10.1 DSR |
| 221 | a) Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum pr 100 meters and supplying and planting hedge plants at 30 cm apart)JSR Road 11.7 |
| 222 | Maintainance of hedge for one year JSR Road 11.7 B |
| 223 | Trenching in ordinary soil up to a depth of 60 cm including removal andstacking of serviceable materials and then disposing of surplus soil, byspreading and neatly levelling within a lead of 50 m and making up thetrenched area to proper levels by filling with earth or earth mixed withsludge or / and manure before and after flooding trench with water (excludingcost of imported earth, sludge or manure). DSR HOR 2.1 |
| 224 | Supplying and stacking of good earth at site including royalty and carriageupto 5 km lead complete (earth measured in stacks will be reduced by20% for payment). DSR HOR 2.2 |
| 225 | Supplying and stacking at site dump manure from approved source,including carriage upto 5 km lead complete (manure measured in stackswill be reduced by 8% for payment)DSR HOR 2.4 |
| 226 | Fine dressing of the groundDSR HOR 2.7 |
| 227 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)DSR HOR 2.8 |
| 228 | Mixing earth and sludge or manure in the required proportion specified ordirected by the Officer-in-charge DSR HOR 2.9 |
| 229 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. HOR DSR 2.31 |
| 230 | Supplying and spreading of sand in lawn area, including watering and dressing complete.DSR HOR 2.27 |
| 231 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per direction of the officer in charge.DSR HOR 2.34 |
| 232 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide,Pesticide, lawn mover and brush cutter with fuel & other T & P material/articles shall be provided by the department.) DSR HOR 2.39.5 |
| 233 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal ofunserveiceable material’s as per direction of officer in charge (excludingcast of plant & water)DSR HOR 2.57.1+2.57.2Tree Plants |
| 234 | Shrub Plants |
| 235 | Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalentof green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) inwidth of 60 cm. with bamboo of 90 cm. length. The bamboo should bepainted with green colour paint of approved brand and manufacture (two ormore coats) and fixed 30 cm. below ground level and 60 cm. above groundlevel at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge. DSR HOR 2.58 |
| 236 | Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35cm well developed in big HDPE bags. DSR HOR 7.11 |
| 237 | Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with4 to 5 suckers, well developed, fresh and healthy with lush green foliagein 25 cm size of Earthen pot/Plastic pot & as per direction of theofficer-in-charge. DSR HOR 3.18 |
| 238 | Providing and displaying of Schefflera high colour having ht. 25 cm to 30cm, well developed with fresh & healthy foliage in 25 cm size of Earthenpot/Plastic pot & as per direction of the officer-in-charge. DSR HOR 3.85 |
| 239 | Providing and Displaying Allyssum white in full bloom well developed fresh& healthy Plant in 20 cm Earthen Pot/Plastic Pot and as per directionof the officer-in-charge. DSR HOR 4.1 |
| 240 | Providing and Displaying Petunia hybrid different variety in different colourwell developed with fresh and healthy foliage in full bloom in 25 cm EarthenPot/Plastic Pot as per direction of the officer-in-charge. JSR HOR 4.50 |
| 241 | Providing and Displaying Dahlia double kenya variety in different colourwell developed with 3 to 4 flowers in half bloom, good foliage stacked withGreen painted Bamboo sticks, 45 to 60 cm height in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR HOR 4.24 |
| 242 | Providing and Displaying Dianthus dwarf in different colour fresh & healthybloom in 20 cm Earthen Pot/Plastic Pot and as per direction of theofficer-in-charge. DSR HOR 4.27 |
| 243 | Providing and Displaying Marigold jaffri orange/yellow/Russet colour welldeveloped with fresh & healthy foliage with 40 to 50 flowers in bloomspecimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and asper direction of the officer-in-charge. DSR HOR 4.37 |
| 244 | Providing and Displaying Mimulus multi branching bushy plant in differentcolour well developed fresh & healthy in full bloom in 20 cm Earthen Pot in20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR HOR 4.42 |
| 245 | Providing and Displaying Nasturtium in different colour well developed withfresh & healthy foliage with full bloom in 20 cm Earthen Pot/Plastic Pot asper direction of the officer-in-charge. DSR HOR 4.44 |
| 246 | Providing and Displaying Verbena in different colour having 30 to 45 cm ht.,well developed with fresh & healthy foliage in bloom condition in 25 cmEarthen Pot/Plastic Pot and as per direction of the officer-in-charge DSR HOR 4.70 |
| 247 | Providing and stacking of Cassia biflora of height 60-75 cm. with 4-5branches in poly bags of size 25 cm as per direction of the officer-in charge.DSR HOR 8.9 |
| 248 | Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branchin earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per directionof the officer-in-charge. DSR HOR 4.88 |
| 249 | Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cmto 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. . DSR HOR 9.8 |
| 250 | Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch30 cm and above ht. well developed with one and above flower plant in20 cm Earthen Pot, as per direction of the officer-in-charge. JSR HOR 4.91 |
| 251 | Providing and stacking of Cassia siamea of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.17 |
| 252 | Providing and stacking of Cassia siamea of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.18 |
| 253 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm.in big poly bags of size 25 cm as per direction of the officer-in-charge.v DSR HOR 7.24 |
| 254 | Providing and stacking of Ficus benjamina (green) of height 150-165 cm.,bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge. DSR HOR 7.27 |
| 255 | Providing and stacking of Ficus bengalensis krishna of height 75-90 cm.,multibranched in earthen pots of size 30 cm as per direction of theofficer-in-charge DSR HOR 7.30 |
| 256 | Providing and stacking of Grevillea robusta (Silver Oak) of height 150-165cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.45 |
| 257 | Providing and stacking of Cassia biflora of height 60-75 cm. with 4-5branches in poly bags of size 25 cm as per direction of the officer-in charge.DSR HOR 7.74 |
| 258 | Providing and stacking of Saraca indica (Sita Ashok) of height 105-120cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.80 |
| 259 | Providing and stacking of Schleichera trijuga (Kusum) of height 150-165cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.81 |
| 260 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R. |
| 261 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR |
| 262 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.8 JSR |
| 263 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR |
| 264 | Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR |
| 265 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 266 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 267 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 268 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 269 | Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10JSR |
| 270 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 271 | Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR |
| 272 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR |
| 273 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 274 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 275 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 276 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 277 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 278 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 279 | Reinforcement Bar in R.C.C. 5.5.4,5.5.5 JSR 8mm 30% |
| 280 | 10mm 20% |
| 281 | 12 mm 20% |
| 282 | 16mm 30% |
| 283 | Providing designation 75-B brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.6 JSR |
| 284 | Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.14 JSR |
| 285 | Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. 5.7.15 JSR |
| 286 | Providing 12 mm Thk. cement plaster(1:6) on walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I5.7.3 JSR |
| 287 | Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I 5.7.6 JSR |
| 288 | Providing and applying Thermoflex P-111/Sikka coolcoat or any other Equivalent compound of roof od slab as per following procedure (i) Surface preparation :- Surface of roof slab should be cleaned with wire brush, Dust particle should be removed and surface should be washed with high water pressure and should be get dried. (ii) Primer Coat :- Thermoflex P-111 should be diluted with potable water in 1:1 ratio and this solutation should be applied on cleaned and dry surface with soft brushy roller. (iii) 1st Coat P-111 :- After 3 hours of primer coat first coat of P-111 without any dilutation should be applied with soft brush/roller (iv) when the first coat is partialy and acraylic fibremesh 80GSM mat should be laid and pressed with roller (v) Second / Final Coat :- 2nd coat P-111 (without any dilution) should be applied after 3 hours of 1st coat it should be allowed to dry for 4 hours not be any water contact on surface till 24 hours of final completion of treatment 5.12.10 JSR |
| 289 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm5.6.28 JSR |
| 290 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm5.6.28 JSR |
| 291 | Supplying, fitting & fixing 20 GAUGE GCI sheet gate fitting on MS angle frame of size 60x60x6mm including cost of fabrication and necessary locking arrangement with haskal and dommy standard make with oxidised iron fittings such as hinges, tower bolts , handle,cleats aldrop, door stopper & sand blocks & taxes all complete as per detail drawing building specification & direction of the E/I 5.5.29 |
| 292 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.41 JSR + 5.8.45 JSR |
| 293 | Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. All complete job.Providing and applying POP putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all complete as per building specification and direction of E/l.13.47.1+13.26 DSR |
| 294 | Providing two coats of plastic emulsion of approved shade and make over a coat of of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying puuty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmProviding and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete 5.8.21JSR + 13.26 DSR |
| 295 | Providing and fixing fan hook of 16mm dia M.S. bar 1 metre long bent to required size and shape, placed in position and fixed in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/l. (where material is not supplied by deptt.) 5.5.13 JSR |
| 296 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand . 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth - do - do - all complete job as per direction of E/I.4.17 DSR |
| 297 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentrationAlong the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 2.35+2.35.2 DSR |
| 298 | Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement |
| 299 | Chips |
| 300 | Bricks |
| 301 | Steel |
| 302 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R. |
| 303 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR |
| 304 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR |
| 305 | Providing designation 75B brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.14 JSR |
| 306 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:3:6(1 cement : 3 coarse sand (Zone III) : 6 graded stone aggregate 20 mm nominal size)5.3.1.4 JSR |
| 307 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.1 JSR |
| 308 | Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.9.1JSR |
| 309 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 310 | Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR |
| 311 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR |
| 312 | Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR |
| 313 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 314 | Reinforcement Bar in R.C.C. 5.5.4, 5.5.5, 5.5.6 JSR 8mm 20% |
| 315 | 10mm 15% |
| 316 | 12 mm 15% |
| 317 | 16mm 30% |
| 318 | 20mm 20% |
| 319 | Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.11 JSR |
| 320 | Providing and laying Polished Granite stone flooring in required design andpatterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent11.56.1 DSR |
| 321 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.41 JSR + 5.8.45 JSR |
| 322 | Supply, fitting and fixing M.S. grill gate made of 20x6mm M.S. flats or 16mm.M.S. Square bars fitted on 25x25x6mm. M.S. square bars fitted on 25x25x6mm M.S. angle frame (where steel is not supplied by the deptt.)5.5.30 JSR |
| 323 | Cement |
| 324 | Chips |
| 325 | Bricks |
| 326 | Steel |
| 327 | Earthwork in excavation in foundation trenches all 5.1.1 |
| 328 | Providing clean coarse sand filling in foundation all 5.1.10 |
| 329 | Providing brick flat soling all complete 5.6.1 |
| 330 | Providing P.C.C (1:4:8) in subbase all complete 5 .3.1.6 |
| 331 | Providing 75B Brick work in foundation all complete 5.2.6 |
| 332 | Providing R.C.C (1:1.5:3) in lintel all cost complete 5.3.10 |
| 333 | Add Centering Shutteing 5.3.17.5 |
| 334 | Providing 125mm thick brick work in partition all 5.2.23 |
| 335 | Providing 12mm. Cement plaster all cost complete 5.7.1 |
| 336 | Providing 1.5mm cement punning all cost complete 5.7.11 |
| 337 | Providing R.C.C (1:1.5:3) in slab all cost complete 5.3.11 |
| 338 | Add Centering Shutteing 5.3.17.3 |
| 339 | Providig tor steel reinforcement for all RCC work all 5.5.4 |
| 340 | Supplyig C.I Cover 600X450MM (Wt. 25 Kg) - 4 nos(JSR basic rate 1400 + 14.95% ) Pge 42 it. No. 26(b) pg 39 31 M947 (b)JSR DWSD[12] |
| 341 | CARRIAGE OF MATERIALSCement |
| 342 | Chips |
| 343 | Bricks |
| 344 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32 + 19.32.1 DSRWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 345 | Cost of drilling 200 mm X 165 mm X 125 mtr deep borewell in all kind of soil and rock in rural area for installation of pump set with hydraulic DTH rig machine on complete including all material tools drilling rig air compressor reand equipment will as fuel lubricant sand cost of transportation of rig machine and weather vehicle of to site PHED page no - 31 item no 119M1035P-56(a) From 0.00m to 50.00m below to g.l |
| 346 | (b) From 51.00 m to 125.00 m |
| 347 | (b) From above 125 m |
| 348 | Suplying asembling lowering and fixing in vertical position in borewell unplastisized PVC medium well casing (CM) pipe of required dia confirming to IS: 12818 including required hire and labour charges fitting and acesories etc. all complete for all depth as per direction of engineer - in - charge 200 mm nominal size dia DSR 23.3.3 |
| 349 | Development of tubewll in accordance with IS: 2800 (part1) and IS: 11189, to stables maximum rate of usable water yield without sand content (beyond permissible limits) with required capacity air compressors running the compressor for required time till well is fully developed measuring yield of well by \\"V\\" notes method for another approved measuring method static level and drow down etc. by step drow down method collecting water samples and getting testing approved labarotary i/c disinfection of tubewell all complete including hire and labour charges of air compressor and tool and assecories etc. all as per requirement and direction of engineer - in - charge DSR 23.12 |
| 350 | Providing and fixing suitable side threaded mild steel cap all support weilded plate to the top of borewell housing / casting pipe removable as per requirement all completed for borewell of 200 mm dia DSR 23.13.3 |
| 351 | Providing and fixing MS clamp of require dia to the top of casing / housing pipe of tubewell as per IS: 2800 (part 1) including necessary bolt and nuts of required size complete 200 mm clamp DSR 23.14.3 |
| 352 | Supplying 100 mm dia submersible pump sets confirming to 8034 and motor confirming t0 IS: 9283 pump shall be suitable for various delivery had and motor suitable for working on 415+10, 3 HP, 50 ZH, AC supply with cable guard thrust carbon/fibre bearing to withstand entire hydraulic thrust water proof winding to be provide the pump set be suitable for direct coupling pump shall have suitable outylet as per manufacture design anti thrust streamlined non return valve shall be provided withpump 3 mtr submersible copper conductor cable in single/double run shall be provide each pump submersible pump 100 mm dia (with polypropylene/noryl impeller) upto 20 stage 2 HP PG - 44 PM 1-1-3P-64 139 M1055+14.95Y. OHC |
| 353 | Supply fitting and fixing of standard make starter panel board with arrangement of all necessary protection including all taxes, royalty etc. all complete job as per direction of E/I |
| 354 | Supply fitting and fixing 3 crore 4 sqmm flat copper submersible Finolex/Havels make including all taxes, royalty etc all complete job as per direction of E/I P.H.E.D. P- 71146 M1062 DWSD+14.95Y.OHC |
| 355 | Supply fitting and fixing lowering 50 mm dia G.L collumn pipe - do - all complete job as per direction of E/I |
| 356 | Providing and fixing of lightning conductor finial, made of 25mm dia, 300mm long GI tube, having single prong at top, with 85mm dia 6mm thick GI base plate including holes etc. complete as required. 4.2 JSR (E&M) |
| 357 | Providing and fixing GI tape 20mm x3mm thick on parapet or surface of wall for lightning conductors as required ( for horizontal run) 4.7 JSR (E&M) |
| 358 | Providing and fixing GI tape 20mm x3mm thick on parapet or surface of wall for lightning conductorsas required ( for verticall run) 4.8 JSR (E&M) |
| 359 | Providing and fixing testing joints, made of 20mm x3mm thick GI strip, 125mm long with 4 Nos of GIbolts nuts check nuts and spring washer complete as required .4.12 JSR (E&M) |
| 360 | GI Earth Plate Electrode : Earthing with GI plate 3.5 JSR (E&M)600mm x 600mm x 6mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. 2.7 metre long (but without charcoal or coke and salt complete) as required. |
| 361 | Salt /charcoal for plate earth electrode: Extra for using charcoal and salt for G.I. copper plate earth electrode as required 3.7 |
| 362 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. 5.1.1 J.S.R |
| 363 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). 5.1.10 JSR |
| 364 | Providing PCC M-75 with nominal mix of (1:3:6) in filling in plinth & sunken slab of toilet with approved quality of stone metal grade III (53 to 22.4mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture, placing in position, vibration, striking, curing taxes and royalty all complete as per building specification & direction of E/I. 5.3.1.4 |
| 365 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume) .5.1.7 JSR |
| 366 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. 5.3.9.1 JSR |
| 367 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.5.5.4 |
| 368 | Providing designation 75B brick work in CM (1:6) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.5.2.6 |
| 369 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I (Cost of Cico will be paid separately) 5.7.14 |
| 370 | Supplying, assembling, lowering and fixing in vertical position borewell unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 23.4.1 DSR100 mm nominal size dia |
| 371 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.5 DSR |
| 372 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 373 | Supplying, materials and labour for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600X450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600X475mm G.I. cover with frame (weight not less than 35kg) alongwith earth work in excavation and 80mm thick PCC (1:3:6) in foundation and refilling all complete as per specification and direction of E/I. 3.3.8/ DWSD |
| 374 | P/L NP2 class R.C.C pipes with collars joint with stiff mixture of cement mortar in the proportion of (1:2) 19.6 DSR |
| 375 | Supplying and fixing C.I cover without frame for manholes: 560 mm diameter C.I cover (medium duty) the weight of the cover to be not less than 58 kg 19.18.2 DSR |
| 376 | Carriage of materialCement +Steel |
| 377 | Chips |
| 378 | Bricks |
| 379 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/IExtra for hard soil5.1.1 J.S.R. +5.1.2 |
| 380 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR |
| 381 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.8 JSR |
| 382 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR |
| 383 | Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR |
| 384 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 385 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 386 | Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.9JSR |
| 387 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 388 | Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR |
| 389 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR |
| 390 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 391 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 392 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 393 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 394 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 395 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 396 | Reinforcement Bar in R.C.C. 8mm 20% |
| 397 | 10mm 15% |
| 398 | 12 mm 15% |
| 399 | 16mm 30% |
| 400 | 20mm 20% |
| 401 | Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.3 JSR |
| 402 | Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.11 JSR |
| 403 | Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. 5.7.15 JSR |
| 404 | Providing 12 mm Thk. cement plaster(1:6) on walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I5.7.3 JSR |
| 405 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than0.08% and conforming to IS: 15622 of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 600x6005.6.28 JSR |
| 406 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm5.6.28 JSR |
| 407 | Providing and laying 25 mm thick kotah stone slab flooring of approved size, texture and colour over 18 mm of thick base of lime morter (1:1:1) (lime putty:Surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.(iv)600x6005.6.19 JSR11.46.4 DSR |
| 408 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.41 JSR + 5.8.45 JSR |
| 409 | Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. All complete job.Providing and applying POP putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all complete as per building specification and direction of E/l.13.47.1+13.26 DSR |
| 410 | Providing two coats of plastic emulsion of approved shade and make over a coat of of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying puuty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmProviding and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete 5.8.21JSR + 13.26 DSR |
| 411 | Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessaryfilling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :21.1.1.1DSR |
| 412 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side 21.2.1 DSR |
| 413 | Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete as perthe architectural drawings and the directions of engineer-in-charge . (Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)21.3.2 DSR |
| 414 | Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)Per sq.m @ 42 kg5.5.12 JSR |
| 415 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand . 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth - do - do - all complete job as per direction of E/I.4.17 DSR |
| 416 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL antitermite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:Pre treatment2.35.2 DSR |
| 417 | Providing 250 mm wide brick drain in cement mortar (1.6) with av. 150mm, clear depth and 250mm apron including cost of earthwork involved with 75 mm cement concrete (1:4:3) over one brick designation 75A, flat solling in proper grade and slope at the base, the drain duly plastered in CM (1:3) with punning over exposed surface all complete as per building specification and direction of E/I5.10.33 JSR |
| 418 | Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement |
| 419 | Chips |
| 420 | Bricks |
| 421 | Steel |
| 422 | Point Wiring in PVC Conduit, with Modular type Switch: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.3.3 JSR E&M Gr-C |
| 423 | Supply and Fixing Light Plug Point with Modular Type Accessories:Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 1.3.1 JSR E&M |
| 424 | Supply and Fixing Light Plug Point with Modular Type Accessories: Supply and Fixing GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular type switch, connection, painting etc as required. 1.3.2 JSR E&M |
| 425 | Supply & fixing 20A SPN MCB Industrial Socket Outlet: Supply and fixing of 20A, 240V, SPN insustrial type socket outlet with 2 poles and earth, metal enclosed plug top along with 20 amps 'C' series, SP MCCB, in sheet steel enclosure, on surface or in recess with chained metal cover for socket out let and complete with connections, testing and commissioning etc as required. 2.18 JSR E&M |
| 426 | Power Plug Wiring in PVC conduit (2x4 sq. mm): Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 number 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1.5 JSR E&M |
| 427 | Circuit / Sub-main wiring in PVC Conduit: Wiring for circuit / sub-main wiring along with earth wire with the following sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit as required.1.7 JSR E&M2x1.5 Sqmm + 1x1.5 sqmm earth wire 1.7.1 |
| 428 | 2x2.5 Sqmm + 1x2.5 sq mm earth wire 1.7.2 |
| 429 | 2x4 Sqmm + 1x4 sq mm earth wire 1.7.3 |
| 430 | 4x6 Sq.mm + 2x6 Sq.mm earth wire. 1.7.4 |
| 431 | 4x10 Sq.mm + 2x6 Sq.mm earth wire. 1.7.5 |
| 432 | S/F TP MCB DB:- Supplying and fixing of following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (Without MCB/RCCB/ISOLATOR). (All TP MCB DB shall be as per IS:8623) 1.7.64 Ways (4+12 ways) double door 1.7.7 |
| 433 | 6 Ways (4+18 ways) double door 1.7.8 |
| 434 | 8 Ways (4+24 ways) double door 1.7.9 |
| 435 | S/F 'C' series MCB:- Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1.7.106/32A Single Pole 1.7.11 |
| 436 | 6/32A TP MCB 1.7.12 |
| 437 | 50/63amp TPN MCB 1.7.13 |
| 438 | S/F Ceiling Rose: Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 1.7.14 |
| 439 | S/F Batten / Angle Holder: Supplying and fixing batten / angle holder including connection etc as required. 1.7.15 |
| 440 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1.7.164/5 Module (78mmX78mmX50mm) 1.7.17 |
| 441 | 6 Module (200mmX75 mm) 1.7.18 |
| 442 | ITC fluorescent fitting directly on surface :- installation testing and commissioning of Pre - wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc, directly on ceiling / wall, including connection with 1.5 Sq. mm. FR PVC insulated, copper conductor, single core cable and earthing etc. as required. 1.7.19 |
| 443 | ITC Ceiling Fan :- Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (Up to 30 cm) with 1.5 sq. mm. FRPVC insulated,copper conductor,single core cable etc, as required. 1.7.20 |
| 444 | S/F Modular type electronic fan regulator: Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required. 1.7.21 |
| 445 | Installation of exhaust fan in the existing opening, includingmaking good the damage, connection, testing, commissioningetc. as required. 1.7.22Upto 450 mm sweep 1.7.23 |
| 446 | Telephone Wiring in Existing Conduit: Supplying and drawing, following pair, 0.5 sq.mm FR PVC insulated copper conductor, unarmoured telephone cable in the existing surface / recessed steel / PVC conduit as required. 1.7.242 pair 1.7.25 |
| 447 | S/F Modular type Switch / Socket: Supplying and fixing following modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc as required. 1.7.26Telephone socket 1.7.27 |
| 448 | Copper Earth Plate Electrode:Earthing with copper plate 600mm x 600mm x 3mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (with charcoal/ coke and salt ) as required. 1.7.28 |
| 449 | Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required. 1.7.29 |
| 450 | Providing and fixing 25mm x 5mm copper earth strip in pipe:Providing and fixing 25mm x 5mm copper earth strip in 40mm dia. G.I. pipe from earth electrode, as required 1.7.30 |
| 451 | LED Batten 20/22W14.95 Overhead & Profit charge M-854 JSR E&M Pg no 48 |
| 452 | 9/10 W Led Bulb14.95 Overhead & Profit charge M-855 JSR E&M Pg no 48 |
| 453 | Supply of 300mm dia 1400 rpm,230V AC Exhaust Fan (metal) exhaust fan 9\\" in with double ball bearing existing opening and fittinigs as required. 14.95 Overhead & Profit charge M-774 JSR E&M Pg no 46 |
| 454 | Supply installation, testing and commissioning of following size ceiling fan 3 blades Confirming to IS:374:2019 including the down rods of standard length (upto 30 cm) with 1.5 sqmm FR PVC insulated, copper wire suitable for 230V 50 Hz, single phase supply etc. complete as required.1400 mm 56\\" 9.4.2 JSR E&M |
| 455 | Provioding and laying 1.1 KV grade aluminium armoured cable as per IS 1554 (Part I) heavy duty all cost complete including cost of brass compression gland, cable jointing and end termination as per specification and direction f E/I. Basic rate +40% for laying & C.P. S/F3.5 core, 95 sq.mm14.95 Overhead & Profit charge M330 JSR E&Mpg no 41 |
| 456 | S/F3.5 core, 50 sq.mm14.95 Overhead & Profit charge M328 JSR E&Mpg no 41 |
| 457 | Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with \\"p\\" trap of Parry Hindustan or any other I.S.S. make including supplying & fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grms. , 15 mm P.V.C. alkathene pipe 45 cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/ cuckoo or other I.S.S. make with hinges or screw etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l. (A) With \\"P\\" trap (a)12.5 lit. low level P.V.C. cistern 3.2.2 i(a) |
| 458 | Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry hindustan or any other ISS approved make with 100mm HCI p trap 15 litres CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings CI or C C bracket 32mm alkethene / PVC telescopic flush pipe about 2m long with one brass coupling and clamps GI chain and pull including supplying and fixing a pair of vitreous white glazed earthenware footrest to be fixed in floor 15mm CI body brass spindle stop cock of weight not less than 50 grames 15mm PVC connection pipe 450mm long and coat of red oxide primer etc all complete as per specification and direction of E/I. 3.2.1 A(b) |
| 459 | supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or hindustan or any other I.S.S approved make supported on painted C.I OR R.S bracket 32mm C.I brass waste 15mm dia C.I body brass spindle stop cock of approved quality of weight not less than 350 grames, 32mm PVC wate pipe 750mm long with brass coupling with one end and making plumber joints etc.all complete as per specification and direction of E/I. 3.2.5 |
| 460 | Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 17.23 DSR |
| 461 | Supplying, fitting and fixing gun metal full way valve of approved quality all complete as per specifcation and direction of E/I. 3.1.1220mm dia. |
| 462 | 25mm dia. |
| 463 | 32mm dia |
| 464 | 40mm dia |
| 465 | Providing and fixing brass stop cock of approved quality all complete as per specification and direction of E/I. … 15mm dia. 3.1.6 |
| 466 | Cutting chajjas or concrete for laying PVC Pipe and restoring the same with R.C.C. (1:2:4) brick work in cement Mortar (1:4) and cement plaster 1:4 as per specifiction and direction of E/I 3.1.17 |
| 467 | Making holes in walls for PVC Pipe and restoring the same atfer pipe Laying (b) 250mm thick wall 3.1.18 |
| 468 | Cutting drain width wise above GL for laying PVC pipe and restoring brick work in cement mortar (1:4) 12mm cement plaster in C.M. (1:4) with neat cement punning as per specifciation and direction of E/I. (PVC 110mm dia) 3.2.10 |
| 469 | Making holes in wall for laying PVC pipes and restoring the same all cost complete (PVC pipe 250mm dia) |
| 470 | Supplying all tolls and labour and cutting chajja cornice for laying PVC pipes and making good the same as per specification and direction of E/I. 3.2.9 |
| 471 | Supplying, fitting and fixing bathroom fittings of approved make and as per IS specification all cost complete as per direction of E/I. (all rates have been adopted from the basic rate from SOR + 14.95% for labour and Contractors profit) SOR basic rate + 14.95% for labour and CPPillar cock Long neck (Basic rate Rs.756.60 + 30% for C.P. & laying charge) Page -40- M961 ii |
| 472 | Bib cock - long thread (Basic rate Rs.701.10 + 30% for C.P. & laying charge) Page -40- M961 iv |
| 473 | Angular Stop cock L.T.(Basic rate Rs.572.85 + 30% for C.P. & laying charge) Page -40- M961 vi |
| 474 | Glass shelf (Basic rate Rs.641.25 + 30% for C.P. & laying charge Page36 -M392(a) |
| 475 | Flush valve complete with 32mm size control cock & flange (Basic rate Rs.3283.00 + 30% for C.P. & laying charge Page 41 -45(xxviii) |
| 476 | 32mm dia. PVC waste pipe 750mm long with cushion (Basic rate Rs.52.00 + 30% for C.P. & laying charge Page 40-M960(ii |
| 477 | 15mm C.P. nipple with coupling(As per JSR 15 basic rate Rs.72.70 + 30% C.P. & laying charge) page-40- M960(vi) |
| 478 | Providing Solvent cement (as per JSR 15 basic item - 240.00 + 30% C.P & laying charge Pg17 itm-37 |
| 479 | Supplying, fitting and fixing Mirrors of 6mm thick plate glass bevelled edge mirror including C.P. brass revolving fittings 3mm ply wood board and C.P. hinges to fix with mirror. 600 X 450mm 3.1.21 (b) |
| 480 | Supplying, fitting and fixing C.P. brass soap dish container medium quality with screw and hinges etc. 3.1.21 (cii) |
| 481 | Providing and fixing 15mm dia and 45cm long PVC connection pipe with heavy quality brass coupling at both ends etc all complete as per specification and direction of engineer in charge 3.1.9 |
| 482 | Supplying, materials and labour for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600X450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600X475mm G.I. cover with frame (weight not less than 35kg) alongwith earth work in excavation and 80mm thick PCC (1:3:6) in foundation and refilling all complete as per specification and direction of E/I. 3.3.8 |
| 483 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931, 15mm dia nominal bore of approved brand C.P. fittings DSR 18.49 |
| 484 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quaility and colour 15mm nominal bore weighing not less than 32gms. DSR 18.75.1 |
| 485 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i.e fixing the pipe with clamps at 1Mtr. Spacing. This includes jointing of the pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I. Concealed work including cutting chases and making good the walls etc. DSR 18.720mm nominal bore 18.7.2 |
| 486 | 25mm nominal bore 18.7.3 |
| 487 | 32mm nominal bore 18.7.4 |
| 488 | External work - 40mm nominal bore 18.7.5 |
| 489 | Providing & fixing on wall face unplasticised - Rigid P.V.C. pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socketed pipes. 110 mm dia DSR 12.41.2 |
| 490 | Providing and fixing on wall face unplaqsticised- PVC moulded fitting/ accessories for unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A,including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. DSR 12.42Single Tee with door 12.42.3110x110x110 ,mm 12.42.3.2 |
| 491 | 110 mm bend 12.42.5.2 |
| 492 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :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. page-32- M079 JSR |
| 493 | Supplying and fixing PVC fittings of approved make confirming to IS : 1729 including supplying nails and bobbins, fixing solutions including earth work or masonary work cutting and remaking and providilding as the case may be all complete as per specification and direction of E/IPVC plain bend 100mm dia. |
| 494 | PVC double junction with door and ear 100mm dia. |
| 495 | PVC cowl - 100mm dia. |
| 496 | Floor trap - 100mm dia. |
| 497 | Ring rubber |
| 498 | Lubricant |
| 499 | Door piece |
| 500 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R. |
| 501 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR |
| 502 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.8 JSR |
| 503 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR |
| 504 | Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR |
| 505 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 506 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 507 | Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.9JSR |
| 508 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 509 | Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR |
| 510 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR |
| 511 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 512 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 513 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 514 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 515 | Reinforcement Bar in R.C.C. 5.5.5 JSR 8mm 20% |
| 516 | 10mm 15% |
| 517 | 12 mm 15% |
| 518 | 16mm 30% |
| 519 | 20mm 20% |
| 520 | Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.3 JSR |
| 521 | Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.11 JSR |
| 522 | Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. 5.7.15 JSR |
| 523 | Providing 12 mm Thk. cement plaster(1:6) on walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/ I5.7.3 JSR |
| 524 | Providing and laying vitrified Paring / Industrial tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than0.08% and conforming to IS: 15622 of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 300x300x10 mm5.6.28 JSR |
| 525 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.41 JSR + 5.8.45 JSR |
| 526 | Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. 13.47.1 DSR+13.26 |
| 527 | Providing two coats of plastic emulsion of approved shade and make over a coat of of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying puuty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I Finishing walls with textured exterior paint of required shade : 5.8.21JSR +13.26 |
| 528 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover10.6.1 DSR |
| 529 | Providing and fixing ball bearing for rolling shutters.10.7 DSR |
| 530 | Providing and fixing fan hook of 16mm dia M.S. bar 1 metre long bent to required size and shape, placed in position and fixed in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/l. (where material is not supplied by deptt.) 5.5.13 JSR |
| 531 | Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement |
| 532 | Chips |
| 533 | Bricks |
| 534 | Steel |
| 535 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R. |
| 536 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR |
| 537 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.8 JSR |
| 538 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR |
| 539 | Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR |
| 540 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 541 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 542 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR |
| 543 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 544 | Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.9JSR |
| 545 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR |
| 546 | Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR |
| 547 | Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR |
| 548 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 549 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 550 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR |
| 551 | Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR |
| 552 | Reinforcement Bar in R.C.C. 8mm 20% |
| 553 | 10mm 15% |
| 554 | 12 mm 15% |
| 555 | 16mm 30% |
| 556 | 20mm 20% |
| 557 | Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.3 JSR |
| 558 | Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.11 JSR |
| 559 | Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. 5.7.15 JSR |
| 560 | Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I 5.7.6 JSR |
| 561 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than0.08% and conforming to IS: 15622 of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 600x6005.6.28 JSR |
| 562 | Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. All complete job.Providing and applying POP putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all complete as per building specification and direction of E/l.13.47.1+13.26 DSR |
| 563 | Providing two coats of plastic emulsion of approved shade and make over a coat of of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying puuty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmProviding and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete 5.8.21JSR + 13.26 DSR |
| 564 | Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement |
| 565 | Chips |
| 566 | Bricks |
| 567 | Steel |
| 568 | GST @ 18% |
| 569 | Labour cess @ 1% Please Enable Macros to View BoQ information |