Public Works Department-PWD has published Construction Of Dispanary At Pakiwan, Kot Mian Sahib, Constructio Of Boundary Wall Of Nursery In Village Bishankot, Construction Of Way Naranwali Lakhan Kalan Road, Construction Of Db Way In Village Alawalpur To Rurra, Construction Of Phirni Wit. Submission Date for this Tender is 17-11-2021. Building Work Tenders in Block Kalanour Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Construction of Dispensary at Pakiwan------------------------------------------------------------ Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation (CSR 6.6) |
| 2 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containing chloropyrifos systemic insecticide diluted to manufacturer"s specifications (i) In foundation pits, by treating the bottom & sides up to height of 300mm by uniformly spraying solution @ 5 Litre / sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter (width - 300 mm, depth - 450 mm) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per sqm. (CSR 14.131) |
| 3 | Cement Concrete 1:4:8 with brick ballast 40mm gauge. (CSR 10.9) |
| 4 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (CSR 9.8) |
| 5 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. (CSR 9.6) |
| 6 | Reinforced cement concrete M-20 mechanicaly Batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth (CSR 10.15) |
| 7 | Reinforced cement concrete M-25 mechanicaly Batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 8 | Dampproofcourse4cmthickofcement concrete1 : 2 : 4 with2coatsof bitument 20/30 penetration at 1.65 kg |
| 9 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. (CSR 11.5) |
| 10 | First class burnt brick work laid in cement sand mortar 1:5 in Super Structure (CSR 11.6) |
| 11 | 115 mm thick brick wall with every fourth coursereinforcedwithhoopironlaidin1 :4cementsandmortarinFoundation |
| 12 | 115 mm thick brick wall with every fourth coursereinforcedwithhoopironlaidin1 :4cementsandmortarinsuper Structure |
| 13 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. CSR 13.13) |
| 14 | Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-incharge. (If fixed on wall face clamp to be paid separatly as per respective item) (CSR 13.74) |
| 15 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. (CSR 13.75) |
| 16 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. (CSR 13.76) |
| 17 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 18 | Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3 (CSR 13.51) |
| 19 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. (CSR 13.55) |
| 20 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling. (CSR 14.3) |
| 21 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Soluble Salt Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement: 4 fine sand), complete. ( Soluble salt Print Penetration should be up to 1 to 2 mm after the tiles are fired & polished ). Size 600x600 mm |
| 22 | Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base and jointed with @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., completewhite cement slurry in joints including corners angles and beading.(CSR 14.72) |
| 23 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/ Highly Gloss finish/ Highlighter/ emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 200 x 300 mm, 100x200mm, 200x200mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. (CSR 14.125) |
| 24 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. (CSR 14.88) |
| 25 | Plastering on underside of ceiling 10 mm thick cement plaster 1:4 (CSR 15.44) |
| 26 | 12.5mm thick cement plaster 1:5 (15.10) |
| 27 | 20mm thick cement plaster 1:5 in two coat work |
| 28 | White washing (Three Coats |
| 29 | Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete. (CSR 16.6) |
| 30 | Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade. (CSR 16.14) |
| 31 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973 (17.27) |
| 32 | Kiln seasoned Hollock wood doors shutter with 12mm thick phenol Bonded BWP ply ISI Marked anchor, Kit ply, Nova Teak, National Or equivalent including Chowkats iron Hold fasts, Corner straps, Hinges, Screws, Shocks Cleats, Stops and Cords etc. complete fixed in position (Single Leaf) (CSR 17.10 (xviii) |
| 33 | Wire gauge Hollock wood door shutter without springs housed in chowkhat. (17.11ii) |
| 34 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. (CSR 16.16) |
| 35 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. (CSR 16.17 b) |
| 36 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (CSR 16.18 b) |
| 37 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. (CSR 16.21 b) |
| 38 | Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work (CSR 16.22) |
| 39 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) (CSR 17.23) |
| 40 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 3mm thick up to 0.40 sqm area (CSR 18.25 a) |
| 41 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. (CSR 18.4) |
| 42 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 43 | Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section(standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D. specifications including bolts for fixing stops, locknotch provision for receiving tower bolts, Hydraulic spring and finished with one priming coat of approved quality, fixed in position, including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete.Size Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.(CSR 18.24) |
| 44 | Doors and windows frame of size 113mm x 60mm with 35 mm wide single rebate weighing 3.38 kg per meter. |
| 45 | Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. |
| 46 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : (CSR 17.49) |
| 47 | Earth work under floor in all kind of soil with an average lead of 5.00 Kmcomplete in all respect |
| 48 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths). |
| 49 | Construction of Boundary wall -------------Earth work of excavation in foundations & Plinth (CSR 6.6) |
| 50 | Cement concrete 1:4:8 with 40 mm gauge stone aggregate to be used instead of brick ballast. (CSR 10.6 b) |
| 51 | First class burnt brick work in foundation & plinth with sand mortor 1:5 (CSR 11.5) |
| 52 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. CSR 10.29) |
| 53 | 1st Class Brick work 1:5 Ratio in Super structure (11.6) |
| 54 | 12.5 mm thick cement plaster 1:4 (CSR 15.9) |
| 55 | 20mm thick cement plaster 1:5 in two coat work (15.21) |
| 56 | Cement concrete 1:2:4 with stone ballast or shingle (CSR 10.12) |
| 57 | Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade. (16.14) |
| 58 | Excavation manually in trenches for pipe lineswithstraight oropencutting in streetsandlanesinbuilt-upareawhere width of street / Lane from wall to wall is less than 3 meterincludingtrimmingand dressing sides leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering,includingthe cost ofdewateringof rainwater,diversionfor traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removalof surplus soil from the site upto 15 meter distance complete in all respects. Earth work upto 1.5 m. Depth |
| 59 | Providing and laying, jointing fixing and testingG.I.PipelinesB-Classincluding costofspecialssuchastees, bends,sockets,elbows etc. esting, cutting, threading Inside building complete. |
| 60 | 15mm i/d |
| 61 | 20mm i/d |
| 62 | 25mm i/d |
| 63 | Providing, fixingandjointingUnion Couplings in G.I. Pipe lines. |
| 64 | 15mm i/d G.I. Union |
| 65 | 20mm i/d G.I. Union |
| 66 | 25mm i/d G.I. Union |
| 67 | Provo/ding,fixingandjointinggun-metal peet valves (Heavy Pattern) with hand wheels, onG.I.Pipelines laidinthe ground or inside buildings including all carriages complete. 20mmi/dGunMetalpeetvalveheavy pattern. |
| 68 | Cutting holes upto 23cm square for pipes inflooringandroofsofbricks,tileswith lime concrete or cement concrete and making good including repointing, replastering and colour or white washing where required. Through floor or roof 11.5cm thick |
| 69 | Cutting chase in brick walls in cement or in floor for embeddingG.I. or C.I pipes lines and making good the same to its original condition. Size 75 mm x 75 mm |
| 70 | Providing & fixing in position PVC water storage tanks double layer make as approves by Engineer-in-Chargeincluding hostingand carriagefrom store to site of workcompletewithprovidingandfixing 15mmor20mminternalDiametretanki nipplecomplete.(Excludingcostof platform).Total storage = 1000 Ltr. |
| 71 | Providingand fixing in positionautomatic brass ball valves in tanks. 20mm i/d Brass ball valve with plastic ball with G.I. socket |
| 72 | First class burnt brick work laid in cement sand mortar 1:5 Plat form for over head water tanks mansory wall. ( 5x5x 0.75 = 18.75 Cft of 0.0.53 x 2 = 1.06 Cum) For 1000 Ltr. Cap. Tank |
| 73 | Excavation manuallyin trenches with straight or open cutting in a built up street/ laneshavingwalltowallwidthupto3 metre for sewers and manholes to full depths as shown in drawings, including shoring,dressingto correctsectionsand dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering,dressingand restorationof surface to original level and removal of surplus spoils from the site of works upto 15 metre,for all worksotherthan connections to complete in all respects. For depths not exceeding 2.0 metre B.G.L. |
| 74 | Cement concrete 1:6:12 with brick ballast 40mm gauge. [For 100 mm i/d S.W. Pipe Sewer line (type-1) 30 mtr @ 0.10 cum/mtr length] |
| 75 | Providing,lowering,cutting& jointingsalt Glazed Stone ware Pipes and Specials ISI marked as per IS 651-2007 class Sp-1 into Trenchesfor all epths and Laying out the same to correct alignment, Gradients, levels etc., In Trenches including all dressing and trimming of bed and sides of trenches,if requiredtrimmingand cutting ofconcretebedsandjointsholes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surroundingbenching,haunchingand envelopes are completed. The sewer shall rest on the bed at every point through-out its length and to ensure this, it shall be grouted in without extra charge by the contractor with 1:3 cement sand mortar includingjointingof pipes and specialsin trenches,usingcementsandmortar1:1 and best white italian spun yarn, finishing. 100mm sewer line complete (4" i/d) S.W. pipe |
| 76 | Providing and fixing in position Chinaware EuropeantypewaterclosetPtraporS trap (to the approval of the Engineer-in- charge) suite-consisting of 10 ltr. PVC flushing cistern supported on angle iron bracket,shortbend32 mmdiaincluding cost of solid white cover complete in all respect and to the entire satisfaction of engineer in |
| 77 | Providing and fixing in position best Indian make ( to the approval of the Engineer-in-charge) indian type ORISSA water closet suite for sinking into floor with raised foot treads complete with 100m H.C.I. trap with or without vent as required and all other necessary fittings. (30.2) |
| 78 | Providingandfixingjetspraywith2"-6" long PVC pipe. With C.P. Brass nut |
| 79 | Providing & fixing in position vitreous Chinware white flat back or angular lipped front urinal of approved make (to the approval of the Engineer-in-charge)of size460 x 350 x 260 mm with C.P. brass tube connection 300 mm longcomplete in all respect. |
| 80 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. |
| 81 | Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge) Size 600mmx450mm |
| 82 | Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 110mmi/dSWRUPVCpipelineslaid complete |
| 83 | 90mm i/d SWR UPVC pipe lines laid complete |
| 84 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per as per IS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. For 110mm i/d pipes |
| 85 | Single Tee With Door |
| 86 | Vent Cowls |
| 87 | Coupler |
| 88 | P Trap/Floor Trap 110mm x 75mm |
| 89 | Providing and fixing in position gully traps fixedincementconcrete1:4:8complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete1:2:4 in coping around cover and frame etc. with threecoatsofblackbitumasticsuperior paint of approvedmanufactureon all C.I. workasperstandard designminimum depth of water should be 150 mm with a minimum seal 50mm. |
| 90 | 100mminternalDiametreSWgullytrap with H.C.I. grating and cast iron cover weighingapproximately7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm |
| 91 | Construction of brick masonry inspection chambers size as given below upto 0.60 m average depth in 1:5 cement sand mortar, lime concrete with0 per cent lime mortar 2:3 in foundation, cement concrete 1:2:4 benching12.50mmthickcementplaster 1:2withafloatingcoatof1mmthickof neatcement,R.C.C.1:2:4slabs100mm thick cement concrete topping 50mm thick with 455mmx 455mm,455mmx 610mm inside light duty C.I. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3coats of blackbitumasticpaintconformingto I.S.I complete as per standard design. 600mmx900mminsidewith455mmx 455mm cover and frame light duty double seal |
| 92 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) with RCC core wall between masonary, R.C.C. top slab 20mm thick using M-20 mix, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame internal dimensions.complete as per standard design. (In water logged area). Inside size 75x120 cm and 120 cm deep |
| 93 | Providing & Fixing in postion 15 mm i/d bib cockof best quality(as approvedby the Engineer-in-charge). [CP Bib Cock] |
| 94 | Providing& Fixingin postionstop cock/ Angle valve (as approved by the Engineer- incharge). [C.P.brass 15mm Angle valve] |
| 95 | Providingandfixingin PVCflexibletube connectionof approved make complete in all respects. [Size 15mm x 300mm with CP brass Nut] |
| 96 | Construction of Soak pit 1.20x1.20x1.6m deep, 230mm thick 1:5 brick ork honey comb with bricks of 1st class filled with brickbats including S.W drain pipe 100mm diametre and 1.20 m long complete as per standard design. [Construction SEPTIC TANK (SIZE 8" X 4" X 6" Working depth)] |
| 97 | Earth work in excavation in Foundations Trenches etc., for storage and sedimentation tanks,highleveltanks, filter beds, clear water reservoirs,Pump huses, sumps, screening chambers and other similar works to full dimension and depth as shown on the drawings or as shall be required by Engineerin- charge, including dressing ofbottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around Plinth/structuresin 15 cms.layerswith compaction includingDisposalof surplus spoils as Directedwithin a lead of 30 Metres. |
| 98 | CementConcrete1:4:8with stone ballast of size.40mm guage |
| 99 | CementConcrete1:2:4with stone ballast of size.40mm guage |
| 100 | First class brunt brick work laid in cementsand mortar 1 : 4 in foundation and plinth |
| 101 | Reinforced cement concrete M-20 but excluding steelreinforcement centring andshutteringin foundationandplinth mechnical batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibration. In Super Structure |
| 102 | Cold twisted deformed (Ribbed/ TorSteel Bar) Bars (Fe 500 grade as per IS 1786-1985) ,forR.C.Cworks,where notincludinginthecompleterateof RCC including bending and placing in position complete |
| 103 | Shuttering for faces of concrete foundationsand foundationsbeamand plint beam (vertical or battering) |
| 104 | Centeringandshutteringforflat surfaces such as suspended floors, roofs, landings, Chajjas shelves etc. |
| 105 | 12.5 mm thick cement plaster 1:2 |
| 106 | Cement rendering on plaster 1mm thick |
| 107 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). 560mm i/d RCC man hole cover with 560mm i/d RCC man hole cover with frame as per ISI |
| 108 | Providingorangecoloursafetyfootrest of minimum 6mm thick plastic encapsulatedas per IS:10910 on 12mm diasteelbarconfirming toIS:1786 having minimun cross section as 23mm x25mmandoverallminimumlength 263mm and width as 165mm with minimum112mmspacebetween protruted legs having 2mm tread on top surfacebyribbingor chequering besides necessary and adequate anchoringprojectionsontaillengthon 138mmasperstandarddrawingand suitable to with stand the bend test and chemical resistance test as per specificationand havingmanufacturer"s permanent identificationmark to be visible even after fixing, includingfixing inmanholeswith230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 109 | Providing and fixing in position SWR UPVC soil waste vent or antisyphonage pipes to I.S.I. 13592 of approved make (to the approval of EIC) including cutting, jointing,wastage,butexcludingcostof lead jointing. |
| 110 | 110mmi/dSWRUPVCpipelineslaid complete ( Bathroom to Manhole) |
| 111 | 90mm i/d SWR UPVC pipe lines laid complete( Gas Pipe and Bathroom to Manhole) |
| 112 | 160mmi/dSWRUPVCpipelineslaid complete ( Manhole to Septic Tank ) |
| 113 | Electrical Installation ----------------------------- RECESSED PVC CONDUIT PIPEWIRING SYSTEM WITHMODULAR SWITCHES:Wiring inPVC insulated copper conductor single core FRcable (ISI marked),1100voltsgradetobe laidin heavy gauge, uPVC, fire retardant conduit pipe 20mm/25mm dia. (2mm thick) ISI Marked,recessed in walletc.,complete with powder coated/anodized concealed metal boxes requiredfor suitable number of modules, for having electronic fan regulators, bellpush,electronicbuzzer, 3pin6Amp., 3pin16/20Amp.Socketsand 6Amp./16/20Amp. Switches (Screw Type Modular Accessories)etc.,and covered with Frame Plate etc., & including the cost of required number of modular switches/sockets, step type electronic fan regulator100watts,PVCconnector(For FanBoxand Electronic Buzzer), Steel Hooks, CircularInspection Box(Recessed Type and Deep Type) uPVC conduit pipe & copper wire and other petty material etc. including the cost of cutting and filling up of chases:- |
| 114 | Wiring light point inPVC insulated copper conductor single core FRcable (ISI marked)overall1.5 sq. mm,1100volts grade. |
| 115 | Wiringfanpoint with sheetmetal fanbox (shapehexagonal & sheet thickness notless than1.60mm)in PVC insulated copper conductor singlecore FR cable(ISImarked) overall 1.5 sq. mm, 1100volts grade withstep type electronic fan regulator 100watts. |
| 116 | Wiring 3 pin6Amp. wallsocket(Shuttered) pointin PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5 sq. mm, 1100voltsgradecompletewith bondingto existing earth withPVC insulated copper conductor singlecore FR cable(ISImarked) overall 1 sq. mm, 1100volts grade. |
| 117 | Supply and Errection of Ceiling fan suitable size 1200mm/900mm sweep white in colour and energy saver including connection and testing complete in all respect as per satisfaction of Engineer incharge at site make havells Velocity,Cromption High Breeze |
| 118 | Supply and errection of CFL 14 W make Philps |
| 119 | Construction of Steel Gate ------------------Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. (CSR 18.4) |
| 120 | Providing and fixing aldrop |
| 121 | Providing and fixing sliding bolt & Looking arangment |
| 122 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. (16.21) |
| 123 | Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work (CSR 16.22) |
| 124 | Construction of Dispensary at Kot Mian Sahib --------------------------------------------------------------Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation (CSR 6.6) |
| 125 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containing chloropyrifos systemic insecticide diluted to manufacturer"s specifications (i) In foundation pits, by treating the bottom & sides up to height of 300mm by uniformly spraying solution @ 5 Litre / sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter (width - 300 mm, depth - 450 mm) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per sqm. (CSR 14.131) |
| 126 | Cement Concrete 1:4:8 with brick ballast 40mm gauge. (CSR 10.9) |
| 127 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (CSR 9.8) |
| 128 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. (CSR 9.6) |
| 129 | Reinforced cement concrete M-20 mechanicaly Batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth (CSR 10.15) |
| 130 | Reinforced cement concrete M-25 mechanicaly Batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 131 | Dampproofcourse4cmthickofcement concrete1 : 2 : 4 with2coatsof bitument 20/30 penetration at 1.65 kg |
| 132 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. (CSR 11.5) |
| 133 | First class burnt brick work laid in cement sand mortar 1:5 in Super Structure (CSR 11.6) |
| 134 | 115 mm thick brick wall with every fourth coursereinforcedwithhoopironlaidin1 :4cementsandmortarinFoundation |
| 135 | 115 mm thick brick wall with every fourth coursereinforcedwithhoopironlaidin1 :4cementsandmortarinsuper Structure |
| 136 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. CSR 13.13) |
| 137 | Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-incharge. (If fixed on wall face clamp to be paid separatly as per respective item) (CSR 13.74) |
| 138 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. (CSR 13.75) |
| 139 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. (CSR 13.76) |
| 140 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 141 | Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3 (CSR 13.51) |
| 142 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. (CSR 13.55) |
| 143 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling. (CSR 14.3) |
| 144 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Soluble Salt Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement: 4 fine sand), complete. ( Soluble salt Print Penetration should be up to 1 to 2 mm after the tiles are fired & polished ). Size 600x600 mm |
| 145 | Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base and jointed with @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., completewhite cement slurry in joints including corners angles and beading.(CSR 14.72) |
| 146 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/ Highly Gloss finish/ Highlighter/ emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 200 x 300 mm, 100x200mm, 200x200mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. (CSR 14.125) |
| 147 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. (CSR 14.88) |
| 148 | Plastering on underside of ceiling 10 mm thick cement plaster 1:4 (CSR 15.44) |
| 149 | 12.5mm thick cement plaster 1:5 (15.10) |
| 150 | 20mm thick cement plaster 1:5 in two coat work |
| 151 | White washing (Three Coats |
| 152 | Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete. (CSR 16.6) |
| 153 | Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade. (CSR 16.14) |
| 154 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973 (17.27) |
| 155 | Kiln seasoned Hollock wood doors shutter with 12mm thick phenol Bonded BWP ply ISI Marked anchor, Kit ply, Nova Teak, National Or equivalent including Chowkats iron Hold fasts, Corner straps, Hinges, Screws, Shocks Cleats, Stops and Cords etc. complete fixed in position (Single Leaf) (CSR 17.10 (xviii) |
| 156 | Wire gauge Hollock wood door shutter without springs housed in chowkhat. (17.11ii) |
| 157 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. (CSR 16.16) |
| 158 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. (CSR 16.17 b) |
| 159 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (CSR 16.18 b) |
| 160 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. (CSR 16.21 b) |
| 161 | Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work (CSR 16.22) |
| 162 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) (CSR 17.23) |
| 163 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 3mm thick up to 0.40 sqm area (CSR 18.25 a) |
| 164 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. (CSR 18.4) |
| 165 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 166 | Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section(standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D. specifications including bolts for fixing stops, locknotch provision for receiving tower bolts, Hydraulic spring and finished with one priming coat of approved quality, fixed in position, including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete.Size Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.(CSR 18.24) |
| 167 | Doors and windows frame of size 113mm x 60mm with 35 mm wide single rebate weighing 3.38 kg per meter. |
| 168 | Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. |
| 169 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : (CSR 17.49) |
| 170 | Earth work under floor in all kind of soil with an average lead of 5.00 Kmcomplete in all respect |
| 171 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths). |
| 172 | Construction of Boundary wall -------------Earth work of excavation in foundations & Plinth (CSR 6.6) |
| 173 | Cement concrete 1:4:8 with 40 mm gauge stone aggregate to be used instead of brick ballast. (CSR 10.6 b) |
| 174 | First class burnt brick work in foundation & plinth with sand mortor 1:5 (CSR 11.5) |
| 175 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. CSR 10.29) |
| 176 | 1st Class Brick work 1:5 Ratio in Super structure (11.6) |
| 177 | 12.5 mm thick cement plaster 1:4 (CSR 15.9) |
| 178 | 20mm thick cement plaster 1:5 in two coat work (15.21) |
| 179 | Cement concrete 1:2:4 with stone ballast or shingle (CSR 10.12) |
| 180 | Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade. (16.14) |
| 181 | Excavation manually in trenches for pipe lineswithstraight oropencutting in streetsandlanesinbuilt-upareawhere width of street / Lane from wall to wall is less than 3 meterincludingtrimmingand dressing sides leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering,includingthe cost ofdewateringof rainwater,diversionfor traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removalof surplus soil from the site upto 15 meter distance complete in all respects. Earth work upto 1.5 m. Depth |
| 182 | Providing and laying, jointing fixing and testingG.I.PipelinesB-Classincluding costofspecialssuchastees, bends,sockets,elbows etc. esting, cutting, threading Inside building complete. |
| 183 | 15mm i/d |
| 184 | 20mm i/d |
| 185 | 25mm i/d |
| 186 | Providing, fixingandjointingUnion Couplings in G.I. Pipe lines. |
| 187 | 15mm i/d G.I. Union |
| 188 | 20mm i/d G.I. Union |
| 189 | 25mm i/d G.I. Union |
| 190 | Provo/ding,fixingandjointinggun-metal peet valves (Heavy Pattern) with hand wheels, onG.I.Pipelines laidinthe ground or inside buildings including all carriages complete. 20mmi/dGunMetalpeetvalveheavy pattern. |
| 191 | Cutting holes upto 23cm square for pipes inflooringandroofsofbricks,tileswith lime concrete or cement concrete and making good including repointing, replastering and colour or white washing where required. Through floor or roof 11.5cm thick |
| 192 | Cutting chase in brick walls in cement or in floor for embeddingG.I. or C.I pipes lines and making good the same to its original condition. Size 75 mm x 75 mm |
| 193 | Providing & fixing in position PVC water storage tanks double layer make as approves by Engineer-in-Chargeincluding hostingand carriagefrom store to site of workcompletewithprovidingandfixing 15mmor20mminternalDiametretanki nipplecomplete.(Excludingcostof platform).Total storage = 1000 Ltr. |
| 194 | Providingand fixing in positionautomatic brass ball valves in tanks. 20mm i/d Brass ball valve with plastic ball with G.I. socket |
| 195 | First class burnt brick work laid in cement sand mortar 1:5 Plat form for over head water tanks mansory wall. ( 5x5x 0.75 = 18.75 Cft of 0.0.53 x 2 = 1.06 Cum) For 1000 Ltr. Cap. Tank |
| 196 | Excavation manuallyin trenches with straight or open cutting in a built up street/ laneshavingwalltowallwidthupto3 metre for sewers and manholes to full depths as shown in drawings, including shoring,dressingto correctsectionsand dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering,dressingand restorationof surface to original level and removal of surplus spoils from the site of works upto 15 metre,for all worksotherthan connections to complete in all respects. For depths not exceeding 2.0 metre B.G.L. |
| 197 | Cement concrete 1:6:12 with brick ballast 40mm gauge. [For 100 mm i/d S.W. Pipe Sewer line (type-1) 30 mtr @ 0.10 cum/mtr length] |
| 198 | Providing,lowering,cutting& jointingsalt Glazed Stone ware Pipes and Specials ISI marked as per IS 651-2007 class Sp-1 into Trenchesfor all epths and Laying out the same to correct alignment, Gradients, levels etc., In Trenches including all dressing and trimming of bed and sides of trenches,if requiredtrimmingand cutting ofconcretebedsandjointsholes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surroundingbenching,haunchingand envelopes are completed. The sewer shall rest on the bed at every point through-out its length and to ensure this, it shall be grouted in without extra charge by the contractor with 1:3 cement sand mortar includingjointingof pipes and specialsin trenches,usingcementsandmortar1:1 and best white italian spun yarn, finishing. 100mm sewer line complete (4" i/d) S.W. pipe |
| 199 | Providing and fixing in position Chinaware EuropeantypewaterclosetPtraporS trap (to the approval of the Engineer-in- charge) suite-consisting of 10 ltr. PVC flushing cistern supported on angle iron bracket,shortbend32 mmdiaincluding cost of solid white cover complete in all respect and to the entire satisfaction of engineer in |
| 200 | Providing and fixing in position best Indian make ( to the approval of the Engineer-in-charge) indian type ORISSA water closet suite for sinking into floor with raised foot treads complete with 100m H.C.I. trap with or without vent as required and all other necessary fittings. (30.2) |
| 201 | Providingandfixingjetspraywith2"-6" long PVC pipe. With C.P. Brass nut |
| 202 | Providing & fixing in position vitreous Chinware white flat back or angular lipped front urinal of approved make (to the approval of the Engineer-in-charge)of size460 x 350 x 260 mm with C.P. brass tube connection 300 mm longcomplete in all respect. |
| 203 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. |
| 204 | Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge) Size 600mmx450mm |
| 205 | Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 110mmi/dSWRUPVCpipelineslaid complete |
| 206 | 90mm i/d SWR UPVC pipe lines laid complete |
| 207 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per as per IS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. For 110mm i/d pipes |
| 208 | Single Tee With Door |
| 209 | Vent Cowls |
| 210 | Coupler |
| 211 | P Trap/Floor Trap 110mm x 75mm |
| 212 | Providing and fixing in position gully traps fixedincementconcrete1:4:8complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete1:2:4 in coping around cover and frame etc. with threecoatsofblackbitumasticsuperior paint of approvedmanufactureon all C.I. workasperstandard designminimum depth of water should be 150 mm with a minimum seal 50mm. |
| 213 | 100mminternalDiametreSWgullytrap with H.C.I. grating and cast iron cover weighingapproximately7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm |
| 214 | Construction of brick masonry inspection chambers size as given below upto 0.60 m average depth in 1:5 cement sand mortar, lime concrete with0 per cent lime mortar 2:3 in foundation, cement concrete 1:2:4 benching12.50mmthickcementplaster 1:2withafloatingcoatof1mmthickof neatcement,R.C.C.1:2:4slabs100mm thick cement concrete topping 50mm thick with 455mmx 455mm,455mmx 610mm inside light duty C.I. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3coats of blackbitumasticpaintconformingto I.S.I complete as per standard design. 600mmx900mminsidewith455mmx 455mm cover and frame light duty double seal |
| 215 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) with RCC core wall between masonary, R.C.C. top slab 20mm thick using M-20 mix, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame internal dimensions.complete as per standard design. (In water logged area). Inside size 75x120 cm and 120 cm deep |
| 216 | Providing & Fixing in postion 15 mm i/d bib cockof best quality(as approvedby the Engineer-in-charge). [CP Bib Cock] |
| 217 | Providing& Fixingin postionstop cock/ Angle valve (as approved by the Engineer- incharge). [C.P.brass 15mm Angle valve] |
| 218 | Providingandfixingin PVCflexibletube connectionof approved make complete in all respects. [Size 15mm x 300mm with CP brass Nut] |
| 219 | Construction of Soak pit 1.20x1.20x1.6m deep, 230mm thick 1:5 brick ork honey comb with bricks of 1st class filled with brickbats including S.W drain pipe 100mm diametre and 1.20 m long complete as per standard design. [Construction SEPTIC TANK (SIZE 8" X 4" X 6" Working depth)] |
| 220 | Earth work in excavation in Foundations Trenches etc., for storage and sedimentation tanks,highleveltanks, filter beds, clear water reservoirs,Pump huses, sumps, screening chambers and other similar works to full dimension and depth as shown on the drawings or as shall be required by Engineerin- charge, including dressing ofbottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around Plinth/structuresin 15 cms.layerswith compaction includingDisposalof surplus spoils as Directedwithin a lead of 30 Metres. |
| 221 | CementConcrete1:4:8with stone ballast of size.40mm guage |
| 222 | CementConcrete1:2:4with stone ballast of size.40mm guage |
| 223 | First class brunt brick work laid in cementsand mortar 1 : 4 in foundation and plinth |
| 224 | Reinforced cement concrete M-20 but excluding steelreinforcement centring andshutteringin foundationandplinth mechnical batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibration. In Super Structure |
| 225 | Cold twisted deformed (Ribbed/ TorSteel Bar) Bars (Fe 500 grade as per IS 1786-1985) ,forR.C.Cworks,where notincludinginthecompleterateof RCC including bending and placing in position complete |
| 226 | Shuttering for faces of concrete foundationsand foundationsbeamand plint beam (vertical or battering) |
| 227 | Centeringandshutteringforflat surfaces such as suspended floors, roofs, landings, Chajjas shelves etc. |
| 228 | 12.5 mm thick cement plaster 1:2 |
| 229 | Cement rendering on plaster 1mm thick |
| 230 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). 560mm i/d RCC man hole cover with 560mm i/d RCC man hole cover with frame as per ISI |
| 231 | Providingorangecoloursafetyfootrest of minimum 6mm thick plastic encapsulatedas per IS:10910 on 12mm diasteelbarconfirming toIS:1786 having minimun cross section as 23mm x25mmandoverallminimumlength 263mm and width as 165mm with minimum112mmspacebetween protruted legs having 2mm tread on top surfacebyribbingor chequering besides necessary and adequate anchoringprojectionsontaillengthon 138mmasperstandarddrawingand suitable to with stand the bend test and chemical resistance test as per specificationand havingmanufacturer"s permanent identificationmark to be visible even after fixing, includingfixing inmanholeswith230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 232 | Providing and fixing in position SWR UPVC soil waste vent or antisyphonage pipes to I.S.I. 13592 of approved make (to the approval of EIC) including cutting, jointing,wastage,butexcludingcostof lead jointing. |
| 233 | 110mmi/dSWRUPVCpipelineslaid complete ( Bathroom to Manhole) |
| 234 | 90mm i/d SWR UPVC pipe lines laid complete( Gas Pipe and Bathroom to Manhole) |
| 235 | 160mmi/dSWRUPVCpipelineslaid complete ( Manhole to Septic Tank ) |
| 236 | Electrical Installation ----------------------------- RECESSED PVC CONDUIT PIPEWIRING SYSTEM WITHMODULAR SWITCHES:Wiring inPVC insulated copper conductor single core FRcable (ISI marked),1100voltsgradetobe laidin heavy gauge, uPVC, fire retardant conduit pipe 20mm/25mm dia. (2mm thick) ISI Marked,recessed in walletc.,complete with powder coated/anodized concealed metal boxes requiredfor suitable number of modules, for having electronic fan regulators, bellpush,electronicbuzzer, 3pin6Amp., 3pin16/20Amp.Socketsand 6Amp./16/20Amp. Switches (Screw Type Modular Accessories)etc.,and covered with Frame Plate etc., & including the cost of required number of modular switches/sockets, step type electronic fan regulator100watts,PVCconnector(For FanBoxand Electronic Buzzer), Steel Hooks, CircularInspection Box(Recessed Type and Deep Type) uPVC conduit pipe & copper wire and other petty material etc. including the cost of cutting and filling up of chases:- |
| 237 | Wiring light point inPVC insulated copper conductor single core FRcable (ISI marked)overall1.5 sq. mm,1100volts grade. |
| 238 | Wiringfanpoint with sheetmetal fanbox (shapehexagonal & sheet thickness notless than1.60mm)in PVC insulated copper conductor singlecore FR cable(ISImarked) overall 1.5 sq. mm, 1100volts grade withstep type electronic fan regulator 100watts. |
| 239 | Wiring 3 pin6Amp. wallsocket(Shuttered) pointin PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5 sq. mm, 1100voltsgradecompletewith bondingto existing earth withPVC insulated copper conductor singlecore FR cable(ISImarked) overall 1 sq. mm, 1100volts grade. |
| 240 | Supply and Errection of Ceiling fan suitable size 1200mm/900mm sweep white in colour and energy saver including connection and testing complete in all respect as per satisfaction of Engineer incharge at site make havells Velocity,Cromption High Breeze |
| 241 | Supply and errection of CFL 14 W make Philps |
| 242 | Construction of Steel Gate ------------------Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. (CSR 18.4) |
| 243 | Providing and fixing aldrop |
| 244 | Providing and fixing sliding bolt & Looking arangment |
| 245 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. (16.21) |
| 246 | Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work (CSR 16.22) |
| 247 | Construction of Construction of Boundary wal of Nursery in Village Bishankot ------ Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 248 | Cement concrete 1:6:12 with stone ballast (40 mm) (mixing by mechanical means using concrete mixer volumetric type ) |
| 249 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 250 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 251 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure |
| 252 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 253 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. |
| 254 | Cold twisted deformed Bars, for RCC works, including binding and placing in position complete. (6497 +Add difference of rate |
| 255 | 12.5 mm thick cement plaster 1:5 |
| 256 | White Washing two Coat |
| 257 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 258 | Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two or more coats to give an even shade |
| 259 | Iron grated doors, including pintle hinges & arrangements |
| 260 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 261 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 262 | Construction of Dry Brick Way from Alawalpur to Rurra ------------------------ Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 263 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 264 | Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond with rough dressing of soil, final dressing of earth to give level surface and camber. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects |
| 265 | Construction of Dry Brick Way Naranwali Lakhan road to Secty Bachitar Singh ------------------------ Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 266 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 267 | Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond with rough dressing of soil, final dressing of earth to give level surface and camber. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects |
| 268 | Construction of Phirni with Interlocking Tile in Village Daduwal----------------------------------- Cement concrete 1:8:16 with Brick Ballast aggregate 40 mm gauge mechanically mixed |
| 269 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 270 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths). |
| 271 | Construction of Street with Cement Concrete Pavement in village Saprai Kothi ---------------- Cement concrete 1:8:16 with Brick Ballast aggregate 40 mm gauge mechanically mixed |
| 272 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 273 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
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