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| 1 | DISMANTLING THE MOSAIC TILE/WHITE GLAZED TILE/KOTAH STONE ETC. in flooring/dado/skirting etc. including, dismantling of bedding mortar, stacking of materials within 50 metres lead & disposing of debris within 50 m lead. |
| 2 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge |
| 3 | Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge |
| 4 | Extra for cutting of reinforcement in RCC, stacking the same and returning the steel scrap to the departmental stores all as per direction of Engineer-in-charge |
| 5 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge |
| 6 | Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead |
| 7 | Removing / dismanting the following sanitary appliances along with all connections, including chiselling and removing the embedded portions, all inter connections and proper plugging of the inlets and outlets to prevent water flow etc. from all the floor level, stacking of dismantied materials whithin 50 mtr. lead and as directed byEngineer-in-Charge. |
| 8 | Wash Basin / Urinal |
| 9 | Mirror |
| 10 | Existing GI/CI/PVC etc. pipe line along with all fittings & specials includig the embedded parts, fixtures, by chieselling etc. complete as directed. |
| 11 | Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash / Flyash Lime bricks with minimum 70 kg / Sq. cm strength of approved size and approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards in Sub structure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. |
| 12 | Providing and constructing Half brick masonry using Flyash / Flyash Lime bricks of approved quality / class, approved Brand/ make or approved equivalent meeting all the technical parameters as per relevant codes and standards, in partition walls in C.M 1:4 (Using 100% Manufactured Sand) including scaffolding, raking out joints, cuting etc. complete and with stiffners of RCC 1:2:4 (105 mm X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement in superstructure, upto 20m height above Plinth Level. (Reinforcement will bepaid under relevant item) |
| 13 | Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge |
| 14 | Providing 20 mm thick plastering using Ready mix External Plastering compound of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, for External faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10m height complete. all as per specifications and as directed at site. |
| 15 | Providing and applying white cement based wall putty of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge |
| 16 | Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand or approved equivalent meeting all the technical parameters as per relevant codes and standards, to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 17 | Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacturer or approved equivalent meeting all the technical parameters as per relevant codes and standards, to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 18 | Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding |
| 19 | Providing structural repairs in old damaged concrete structures / surfaces with approved Polymer with following operations:(1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water. (2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. (3) Applying protective coat / bond coat using polymer and cement in the proportion of 1; 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush. (4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg ; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer). (5) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shall be used) |
| 20 | Providing and fixing FRP door shutters flush door / panelled type with plain colour or wooden veneer finish of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, approved design & approved colour. made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum 100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foam and fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screws.35 mm thick panelled door type of approved colours including the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws. |
| 21 | Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / 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 / panelling, C.P brass / stainless screws all complete as per drawings and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealant etc. (fittings glazing and panelling shall be paid for separately) |
| 22 | Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) |
| 23 | Extra over for Colour Anodizing of aluminium sections |
| 24 | Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc. with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item) |
| 25 | With clear float glass panes of 6.00 mm thickness |
| 26 | Providing & fixing in position heavy pattern screw down gun metal Gate Valve with handles and wheels conforming to IS:778 including testing for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specification. |
| 27 | 15 mm n.b. |
| 28 | 20 mm n.b. |
| 29 | 25 mm n.b. |
| 30 | Providing and fixing brass ball cock approved heavy quality of following sizes with arm rod and Plastic Ball floats complete as per specifications and as directed by the Engineer-in-charge. |
| 31 | 15 mm n.b. |
| 32 | 20 mm n.b. |
| 33 | 25 mm n.b. |
| 34 | Providing and supplying foot operated valve with spout type pillar tap with all accessory & fittings as per specification and as directed by the Engineer-in-charge. |
| 35 | Providing and fixing 15 mm dia C.P Brass Bib cock meeting all technical specifications Heavy Quality as directed. |
| 36 | Providing and fixing C.P Brass Open Stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Engineer-in-charge.Note : Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 37 | 15 mm n.b CP Brass open stop cock of approved quality and type. |
| 38 | Providing and fixing C.P Brass Pillar tap of Heavy Quality as per specifications and as directed by the by the Engineer-in-charge.Note : Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 39 | 15 mm C.P Brass Pillar Tap |
| 40 | Providing and fixing C.P brass bib cock of heavy quality as per specifications and as directed by the Engineer-in-charge.Note : Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 41 | 15 mm C.P Brass Bib Tap Long Body |
| 42 | Providing, supplying and fixing C.P brass Body Health Faucet Jet, with 1.50 M long Flexible tube connection complete all as specified and meeting all the technical parameters as per relevant codes and standards, as directed by Engineer-in-charge.Note : Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 43 | Replacing the wornout/ damaged PVC connection by Providing and fixing Heavy quality Flexible PVC waste pipe (Semi rigid or Flexible) of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards for sink or wash basin including PVC waste fittings etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 44 | Providing and fixing Heavy Quality C.P. Brass waste coupling of following dia for wash basin and sink, of approved quality and size and approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards all as complete, as per specifications and as directed by the Engineer-in-Charge. |
| 45 | C.P Brass Waste coupling 32 mm Dia and minimum 79 mm length, Half threaded or Full threaded as per requirement. |
| 46 | Providing and fixing Heavy Quality C.P. Brass Bottle trap 31 / 32 mm, single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25mm minimum water seal, of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards for wash basins / urinal etc. all as per specifications and directed by the Engineer in Charge. |
| 47 | Providing and fixing PVC low level / high level flushing cistern 10 litre capacity of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards in white colour with flush pipe with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures etc. complete as per specifications and as directed by the Engineer-in-charge. |
| 48 | Providing and fixing C.P. Brass push cock/auto closing valve of 15 mm diameter for urinals in G.I. lines including providing and fixing 15 mm C.P. Brass /copper pipes of required length with CP Nuts/pipe and washers from push cock to urinal spreaders including cost of spreaders making leaking tight, testing etc complete all as directed by the Engineer-in-charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 49 | Providing and fixing 15 mm C.P. Brass Urinal spreader size with 1/2\\" BSP thread and shapes, weighing not less than 60 gms of approved type and approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards. |
| 50 | Removal of existing damage waste coupling and Providing and fixing 32mm CP brass dome type waste coupling for urinal as directed at site by the Engineer-in-charge. |
| 51 | Providing and fixing 15 mm n.b. C.P. Brass Angle cock of approved type and approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-charge. |
| 52 | Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2:4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1 No. 125 mm dia C. P brass grating , complete all as specifications and drawings and as directed by the Engineer-incharge. |
| 53 | Providing , Laying , jointing, fixing and testing Heavy quality (C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing Teflon tape, exposed / concealed by chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint for all concealed lines / two coats of synthetic enamel paint for all exposed lines all as directed by the Engineer-in-charge. |
| 54 | 15 mm dia. |
| 55 | 20 mm dia. |
| 56 | 25 mm dia. |
| 57 | 40 mm dia. |
| 58 | 50 mm dia. |
| 59 | Providing and fixing Chlorinated PVC (CPVC) pipes,sleeves, having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) or as outlets including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps including chasing the walls, concealing the pipes and making good the same etc. This includeds jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer-in-charge.40 mm outer dia CPVC pipe (External) / open |
| 60 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams, complete all as directed by the Engineer-in-charge. |
| 61 | Providing and fixing heavy quality stainless steel / C.P brass grating of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards as specified for floor traps /nahani traps all, as directed by the Engineer-in-charge |
| 62 | SS grating 125 mm dia |
| 63 | Providing and fixing Satin finish stainless steel AISI 304 (18/8) kitchen sink of size 610 mm x 510 mm without drain board and bowl size 545 mm x 445 mm x 200 mm depth as per IS:13983 of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, with C.I. brackets, fittings and stainless steel plug 40 mm including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever required complete as per specifications and as directed by the Engineer-in-charge. |
| 64 | Providing and fixing viterious China wash basin of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and approved colour with C.I. brackets, 15 m C.P. brass pillar tap of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, 15 mm x 600mm long PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge |
| 65 | White vitreous China counter top / counter below wash basin size 560 mm x 410 mm / 560 mm x 450 mm with single 15 mm C.P. brass pillar tap (OVAL / ROUND Models) |
| 66 | Providing and fixing Indian water closet (Orissa pan) meeting manufacturer's specifications of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with 100 mm China ware P or S trap, One no. 10 litre High level or low level white PVC flushing cistern with flush pipe & bend with manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inlet connection with all fittings and fixtures complete including all connection, embedding in position commissioning, cleaning etc. all as per drawings and specifications and as directed by the Engineer-in-charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 67 | Providing and laying water proofing treatment in sunken portions of WCs, bath rooms, Balcony/refuge area etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m. including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with water proofing compound conforming to relevant IS and as approved by Engineer-in-charge including mixing approved fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas |
| 68 | Providing and fixing white vitreous china flat back half stall urinal size 580 mm x 380 mm x 350 mm / 610 mm of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with 32 mm C.P Flush value or approved equivalent with standard flush pipe and C.P. brass spreaders, 32 mm Urinal waste coupling with Dome grating , and clamp etc. including making G.I water line connection.Note : Only G.I. pipes will be paid under relevant Item. |
| 69 | Removing the damaged EWC along with flushing cistern from its position carefully, including providing and fixing white vitreous china European type Water Closet with 'P' or 'S' Trap with solid seat and lid of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Flush bend , fixing EWC with C.P Brass screws, 15 mm PVC heavy quality inlet connection of 600 mm long, including testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed at site. |
| 70 | E.W.C. pan with white colour with ISI marked white solid plastic seat and lid. |
| 71 | Replacing the wornout/ damaged PVC connection and providing & fixing heavy quality 15 mm diameter reinforced PVC INLET CONNECTION 450 mm long with unions and nuts at ends. |
| 72 | Reinforced plastic pipes with brass unions. (Suitable for Hot & Cold water) |
| 73 | Providing and fixing PVC rain water pipes conforming to relevant IS type B and PVC SWR fittings & specials conforming to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps etc complete all as per drawings, specifications and as directed by the Engineer-in-charge |
| 74 | SWR PIPE 110 mm O/D |
| 75 | SWR PIPE 160 mm O/D |
| 76 | Supply and fixing sand blasted toughened glass of 12 mm thickness for urinal parititon (approx. size 1000 mm x 450mm) of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards for partitions with crystal edge polish and necessary patch fittings hunged on wall, all joints sealed with weather silicone sealent complete all as per approved shop drawings, complete as per specifications and as directed by the Engineer-in-charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement |
| 77 | Providing and laying Vitrified tiles of size 1200 mm x 600 mm having minimum 9 mm thickness in wall tiles, skirting and riser of steps , with water absorption less than 0.08% and conforming to IS: 15622, of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, in all colours and shades,in Glossy or Matt or satin finish, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477,in average 6 mm thickness, including grouting of joints with white cement based Tile Grout of matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge. Note : Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 78 | Providing and laying Glazed Vitrified tiles in floor of size 600 mm x 600 mm having minimum 9 mm thickness, with water absorption less than 0.08% and conforming to IS:15622, of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, in all colours and shades,in Glossy or Matt or satin finish laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints with white cement based Tile Grout of matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge. Note : Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 79 | Providing and fixing minimum 15 -17 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Jet Black colour or approved shade for flooring / skirting in lobby, kitchen platforms, vanity counters, window sills, facias and similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing and polishing the edge to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 80 | Providing & laying/fixing in position minimum 15 -17 mm thick Double side machine polished granite slabs, for urinal partition of approved quality and in black shade or approved shade including machine/handcut, polishing, buffing the edges all in line, level, (Curvature corners if required) in cement mortar 1:3 with best workmanship, finishing, curing, complete as directed by the Engineer-in-charge at all levels.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 81 | Extra for providing edge moulding to minimum 15 -17 mm thick Granite Slab counters, Vanitis etc. including machine polishing to edge to give high gloss finish etc. Complete as per design approved by Engineer-in-charge. |
| 82 | Providing and fixing mirror of superior glass of approved quality and of required shape and size with 6 mm thick Plain A.C sheet backing fixed to walls with consealed Brass C.P. Mirror screws and consealed washers etc. complete all as per specifications and as directed by the Enginner-in-Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 83 | Extra for providing and fixing mirrors with approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards- Stainless Steel 304 grade STUDS ( with wall spacers) complete all as per specifications and as directed by the Enginner-in-Charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 84 | Providing and fixing in position best salt glazed STONE-WARE GULLY TRAP with 150 mm x 150 mm square inlet and 100 mm n.b. outlet conforming to IS:651 incluidng embedding the trap in 1:4:8 cement concrete, 150 mm x 150 mm G.I. grating at top, construction of brick masonry chamber 300 mm x 300 mm (internal) in 230 mm thick brick masonry, embedding the trap, plastering with cement mortar 1:4, 20 mm thick on inside, outside & all exposed faces, finished with a flating coat of neat cement, providing & fixing C.I. frame & hinged cover weighing not less than 7 kg painting the grating, frame & cover with 2 coats of approved bitumastic paint etc. complete, as directed by the Enginner-in-Charge. |
| 85 | Providing and constructioning Inspection chambers of Internal size clear dimension of 900 mm x 600 mm in 230mm thick brick masonry with cement mortar 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 mm X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item) |
| 86 | Extra depth over initial depth of 900 mm for chambers of 900 mm x 600 mm internal size, including fixing cast iron steps(C.I steps shall be paid under relevant item). |
| 87 | Lead charges for Lead Exceeding 1 KM but not exceeding 2 KM, by mechanical transport, including loading, unloading, stacking/levelling etc.Note: The rates are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 30% in respect of Debris from corresponding STACK / TRUCK Measurement. |
| 88 | For Soil |
| 89 | For Debris |
| 90 | Providing and fixing Toilet seat cover of Black shade/ white shade of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards including all accessories for European Water Closet complete all as directed by engineer in Charge. |
| 91 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of maximum size 20 mm) with minimum cement content as per the latest revision of relevant IS codes including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement complete up to Plinth Level. |
| 92 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. |
| 93 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in superstructure at all levels upto 20 m above plinth level . |
| 94 | Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge. |
| 95 | For Sub-structure upto Plinth Level. |
| 96 | For Super-structure at all levels up above Plinth Level. |
| 97 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I. binding wire of minimum 16 Gauge (Excluding PVC coating), all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor. Using TMT bars of specified grade of all sizes of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards. TMT bars to be supplied by the contractor shall conform to IS – 1786 (Latest edition) and BARC specification Notes: 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers or approved equivalent meeting the technical specifications as per relevant codes and standards and also testing third party from approved laboratories without any extra cost. 2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3) Cover blocks shall be of same grade of concrete. |
| 98 | Providing and Fixing stainless steel signage plates of size 120mmx120mmx1.50mm of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards as per design / sign required using SS screws complete all as directed by the Engineer-in-charge. |
| 99 | Providing & fixing Stainless Steel Towel Rod having minimum length of 600 mm, of AISI 316 grade of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards etc. complete all as directed by the Engineer-in-charge. |
| 100 | Providing, supplying, fixing in position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.3989 or Cast iron hubless pipes conforming to IS : 15905 of approved quality including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site. |
| 101 | 100 mm diameter Centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint or Cast iron hubless pipes as per IS : 15905 |
| 102 | 150 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.20 kg lead / joint or or Cast iron hubless pipes as per IS : 15905 |
| 103 | Supplying Semi-skilled / Skilled man power along with necessary tools, machines etc. when decided by Engineer-in-charge to work for minimum eight hours (excluding lunch hours) per day to carry out the Plumbing works as allotted and directed by Engineer-in-charge. Note :(1) Unit of measurement shall be per man day per day ( i. e. Eight hours a day ).(2) Number of manpower requirement as and when required will be as per direction of Engineer-in-charge. |
| 104 | Skilled labour with valid PVC for entire contract period |
| 105 | Semi- Skilled labour with valid PVC for entire contract period |
| 106 | Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1) Each Job shall be carried out by one qualified Degree holder Civil Engineer with 2 (Two) years experience or Diploma holder with 5 (Five) years experience (Licentiate in Civil/Construction Engineering / Technology) conducted by Board of Technical Examinations / University / Autonomous Govt. / Govt. recognized recognized Polytechnic/ Institute. (2) Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintenance work, the Engineer will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out number of Jobs per month as per requirement at site for the period mentioned in NIT. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Engineer exclusively for the particular job. (5) Engineer should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Engineer will report to BARC Engineer/ EIC. (6) The minimum notice period before change of engineer is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,580/- per day of shortfall in notice period will be levied on the contractor. |
| 107 | Providing and fixing stainless steel movable hinged grab bar of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards (conforming to grade SS 304, satin finish) consisting of 38 mm dia. 18 SWG stainless steel pipe duly bended in required shape and size, hinged with 3mm thick stainless steel rectangular sheet of required size having 6 nos. holes and U shaped stainless steel clamp for holding the grab bar including cutting, bending welding grinding, polishing and fixing with suitable sized and nos. of dash fasteners complete as required. All bends to be neatly finished miter joints complete as per specifications and as directed by the Engineer-in-charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 108 | Providing and fixing stainless steel urinal grab bar/wash basin Grab bar of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards (conforming to grade SS 304, satin finish) consisting of 38 mm dia. 18 SWG stainless steel pipe duly bended in required shape and size, hinged with 3mm thick stainless steel rectangular sheet of required size having 6 nos. holes and U shaped stainless steel clamp for holding the grab bar including cutting, bending welding grinding, polishing and fixing with suitable sized and nos. of dash fasteners complete as required. All bends to be neatly finished miter joints complete as per specifications and as directed by the Engineer-in-charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 109 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. |
| 110 | From 0.00 to 1.50 m depth from Average Ground Level |
| 111 | From 1.50 to 3.00 m depth from Average Ground Level |
| 112 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. |
| 113 | From 0.00 to 1.50 m depth from Average Ground Level |
| 114 | From 1.50 to 3.00 m depth from Average Ground Level |
| 115 | Constructing brick masonry circular type manhole 1220 mm internal dia at bottom and 560mm Internal dia at top in cement mortar 1:4, inside, outside and all exposed surfaces cement plaster 12 mm thick with cement mortar 1:3 finished with a floating coat of neat cement, foundation concrete 1:3:6 mix, and making necessary channel in cement concrete 1:2:4 finished with a floating coat of neat cement all complete as per standard design including fixing C.I manhole cover of specified weight in concrete 1:2:4, cast Iron steps, complete as per drawings.(C.I manhole cover, cast iron steps and earthwork excavation will be paid for separately under relevant Item) For an Initial depth of 1.68 M. |
| 116 | Extra for beyond depth of 1.68 m for circular type manhole of 1220 mm internal dia (at bottom) |
| 117 | Supplying and fixing Cast Iron steps/cover/frame for Man hole and Inspection Chamber of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and approved weight as specified in the drawings or as directed by the Engineer in charge. |
| 118 | Making connection of drain or sewer line with existing manhole, For pipes 100 to 230 mm diameter, including breaking into and making good the walls, floors with cement concrete 1:2:4 mix cement plastered on both sides with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. |
| 119 | Dismantling RCC Hume Pipes upto 600 mm diameter including excavation up to 1.65 m depth and refilling trenches after taking out the pipes manually / by mechanical means, breaking the joints, including staking of pipes within 200 m lead as per direction of Engineer-in-Charge. |
| 120 | Providing and laying non pressure NP2 class RCC Hume pipes of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete. |
| 121 | 300 mm Diameter |
| 122 | Dismantling 75 mm Dia to 200 mm Dia C. I. pipes including excavation, taking out the pipes manually / by mechanical means, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of Engineer-in-charge. |
| 123 | Providing and fixing Rough Shahbad Stone of minimum 50 mm average thickness of size 600 mm X 600 mm (Approximate) over 150 mm thick (consolidated thickness) stone dust backing including setting in position in footpath to the required level and line Pointing with C.M 1:4 (using crushed sand). Joint shall be 20 mm to 25 mm wide including filling of joints with cement mortar and making grooves etc. complete as per the direction of Engineer-in-charge. |
| 124 | Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
