|
| 1 | WATER SUPPLY |
| 2 | 2) Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refillingconsolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. |
| 3 | ((a)) Earth work upto 1.5 m. Depth for |
| 4 | (i) All classes of soil except rocky |
| 5 | (ii) For Ordinary soil having gravel upto 40% |
| 6 | ((b)) Exceeding 1.5 m depth but not exceeding 2.25 m depth |
| 7 | (i) All classes of soil except rocky |
| 8 | ((c)) Exceeding 2.25 m depth upto 3.00 m depth |
| 9 | (i) All classes of soil except rocky |
| 10 | ((d)) Exceeding 3.00 m depth upto 4.5 m depth |
| 11 | (i) All classes of soil except rocky |
| 12 | ((e)) Exceeding 4.5 m depth upto 6.0 m depth |
| 13 | (i) All classes of soil except rocky |
| 14 | ((f)) Exceeding 6.0m depth upto7.5 m depth |
| 15 | Project for the construction of Bilron Lift Irrigation Scheme at RD 101800m of Kandi Canal Stage-2 |
| 16 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 17 | 160mm o/d PVC pipe of 2.5 Kgf. / sqcm |
| 18 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes (as per IS:15801-2008) SDR 7.4U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing including testing of pipes complete as per direction of Engineer inCharge. |
| 19 | (A) Concealed work- including cutting chase & making good the wall etc. |
| 20 | (a)) PN - 16 Pipe, 16mm o/d |
| 21 | (b)) PN - 16 Pipe, 20mm o/d |
| 22 | (c)) PN - 16 Pipe, 25mm o/d |
| 23 | (d)) PN - 16 Pipe, 32mm o/d |
| 24 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). |
| 25 | ((a)) 80mm i/d Sluice Valves flanged |
| 26 | ((b)) 100mm i/d Sluice Valves flanged |
| 27 | ((c)) 150mm i/d Sluice Valves flanged |
| 28 | ((d)) 200mm i/d Sluice Valves flanged |
| 29 | ((e)) 250mm i/d Sluice Valves flanged |
| 30 | ((f)) 300mm i/d Sluice Valves flanged |
| 31 | Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete. |
| 32 | ((d)) C.I Single air valve screwed (Size 50mm) |
| 33 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 34 | (a) Size 0.6 m. x 0.6 m. |
| 35 | (b) Size 0.9 m. x 0.9 m. |
| 36 | CENTRING AND SHUTTERING |
| 37 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 38 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 39 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 40 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 41 | Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc. |
| 42 | CONCRETE |
| 43 | Cement concrete 1:3:6 |
| 44 | (a) with stone ballast or shingle |
| 45 | (i) mixing by manual means |
| 46 | Reinforced cement concrete M-25 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. |
| 47 | Cement concrete1:2:4 |
| 48 | (a) With stone ballast or shingle |
| 49 | (ii) mixing by mechanical means using concrete mixer volumetric type |
| 50 | BRICK WORK |
| 51 | (i)) First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 52 | (ii)) Pulverized Fly Ash - Lime Bricks as per class-12.5 of IS: 12894-002 laid in cement sand mortar 1:6 in foundation and plinth (laying shall be done as per PWD specifications). |
| 53 | (i)) First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres aboveplinth level. |
| 54 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 55 | HOISTING, ROOFING AND WATER PROOFING |
| 56 | (i)) Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster7.5 cm mud filling on another layer of 25mm mud plasterincluding two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 57 | Providing and fixing cast iron 100mm dia rain water pipe with screw and wooden plugs fixed and wall face including filling joints with spun yarn and cement mortar 1:2 excluding head and shoes etc. |
| 58 | Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 |
| 59 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 60 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 61 | STEEL AND IRON WORK |
| 62 | Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects |
| 63 | 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 |
| 64 | Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete |
| 65 | ((a)) Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter. |
| 66 | (a)) Supplying and fixing rolling shutters, of approved make, made of 80mmx1.25mm, M.S. Laths, interlocked together through their entire length and jointed together, at the end, by end locks, mounted on specially designed pipe shaft, with brackets, side guides, 27.5cm long wire spring grade No. 2 and arrangement for inside and outside locking with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed) |
| 67 | ((c)) Extra for providing mechanical device, chain and crank operation, for operating rolling shutter, exceeding11.20 sqm in area, of therolling shutter |
| 68 | ROAD WORK |
| 69 | Compaction of Earth work- 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) |
| 70 | MATERIALS |
| 71 | (M-24) Glass panes ISI Marked at site of work |
| 72 | ((b)) Frosted |
| 73 | ((iii)) 4mm thick (10.75 kg/sqm) |
| 74 | WHITE WASHING, DISTEMPERING, PAINTING & POLISHING |
| 75 | White washing (Three coat) |
| 76 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) |
| 77 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 78 | FLOORING & DADOS |
| 79 | 25mm thick conglomerate floor of cement concrete 1:2:4 over flat brick laid dry with 25mm open joints alround filled with cement concrete 1:2:4 simultaneously with topping over 100mm sand filling using mechanical mixer for mixing of material |
| 80 | 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. |
| 81 | CHAPTER NO. 30: SANITARY INSTALLATIONS |
| 82 | (4) Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend32 mm dia including cost of seat cover complete in all respect and to the entiresatisfaction of Engineer-in-charge. |
| 83 | Providing & fixing in position Water Cooler without Stablizer of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect. |
| 84 | ((a)) Water Cooler Full Steel Body 40/80 ltr Capacity without Stablizer |
| 85 | Providing & fixing in position Commercial RO without reservoir with four no cartridge/ membrane having flow rate 50 ltr/hr with 6 stage purification process of approved make (to the approval of Engineer-in-charge ) including carriage and fixing in position complete in all respect. |
| 86 | Providing and fixing vitreous chinaware pedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in allrespect. |
| 87 | (i)) Vitreous chinaware standard white pedestal for wash hand basin. |
| 88 | (47) Providing and fixing in position stainless steel sinks of approved make (to the approval ofEngineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in allrespect. |
| 89 | ((c)) Sink with drain board overall size 1070x464mm bowl size 430x355x200mm and waste coupling |
| 90 | 97A) Providing & placing in position on terrace (at all floorlevels) HDPE water storage tanks of approved make (tothe approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flopipes but without fittings and base support for tank. |
| 91 | ((i)) Triple Layer Tanks |
| 92 | CHAPTER NO.34 COMMON SCHEDULE OF RATES |
| 93 | (34.08) REPLACEMENT OF WIRES, COVER FRAMES, MODULAR SWITCHES, CONCEALED METAL BOXES AND OTHER ACCESSORIES IN THE EXISTING RECESSED CONDUIT PIPE WIRING SYSTEM (WITH MODULAR TYPE ACCESSORIES) Derivedfrom 34.01:Replacement of PVC insulated copper conductor single core FR cable (ISI marked) overall1.5sq. mm, 1100volts grade to be laid in existing heavy gauge welded conduit pipe 20 mm/25 mm dia (1.6mm thick) ISI Marked, recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp.2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), PVC Bush, bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc. including the cost of above material, cutting and filling up of chases (with finishing the surface):- (Derived From CSR 34.01) |
| 94 | ((i) b) Wiring fan point (With fan box) |
| 95 | Project for the construction of Bilron Lift Irrigation Scheme at RD 101800m of Kandi Canal Stage-2 |
| 96 | ((iii)) Wiring call-bell point |
| 97 | ((iv)) Wiring 6Amp. wall socket point |
| 98 | ((v)) Wiring 6Amp. Plug control comprising wall socket point |
| 99 | ((vi)) Wiring 16/20Amp. power plug control point |
| 100 | ((viii)) Wiring light point with double control switches. |
| 101 | (34.09) PVC INSULATED FR COPPER CONDUCTOR CABLES:Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by theEngineer-in-charge:- |
| 102 | ((xii)) PVC INSULATED PVC SHEATHED FR ROUND FLEXIBLE COPPER CONDUCTOR CABLE:Supply and erection of PVC insulated PVC sheathed FR(2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:- |
| 103 | ((d)) Overall size 1.5sq.mm (48/0.20mm), 2Core |
| 104 | 34.12) PVC, HDPE PIPES & PVC FLEXIBLE PIPES: Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPEpipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and otherpetty materials etc., as per |
| 105 | ((ix)) Heavy Gauge Conduit Pipe 20mm (Flushed) |
| 106 | (34.13) GALVANIZED IRON PIPES AND G.I. EARTHINGSupply & erection of G.I. pipe (A-Class) as per IS:1239 (Part-I) 2004 including sockets, bends, inspection boxes, Steel hooks, GI saddle clamps and other petty materials etc., where necessary including painting as per PWD GeneralSpecifications:- |
| 107 | ((xvii)) Fixing additional length of earthing with G.I. wire/ rope in G.I. pipe (Flushed in wall and floor) with sockets, elbows and Steel hooks including the cost of cutting and filling up of chases (with finishing the surface):- |
| 108 | ((a)) Additional length G.I. wire 8 S.W.G. (4mm dia.) in 15mm dia. G.I. pipe (Flushed) |
| 109 | (34.22) ON CHANGEOVER SWITCH: |
| 110 | (34.22 A) ON LOAD CHANGEOVER SWITCH(Without Sheet Enclosure): Supply and erection of On Load Change over Switch with advance neutral UNIT (Panel mounting Cubical type) in the existing Cubical Panel Confirms to IS 13947 (Part-3) complete with G.I. Bolts, Nuts & Connections on both sides of switch with suitable size of thimbles as per PWD General Specifications:- |
| 111 | ((i)) On Load Change Over Switch Four Pole 63amp., 415volts |
| 112 | Electrically driven horizontal PUMPS Self Priming Pumps Monoblock Centrifugal for 30 LPS each raw water against a Head of 18 meter with glass flake coating on inner casing and impeller and coupled on MS fabricated base frame with suitable size motor rating should be considered at least 20% above at BEP,including cost of foundation bolts, flexible coupling & coupling guard,mtappers & other contingent material fixed in position complete in all respects. Make of Pumps : Mather & Platt (WILO)/ Kirloskar / KSB/BHEL / Grundfos or good equivalent make. Make of Motor: Crompton/ABB/ Kirloskar / Siemens/BHEL/Marathon or good equivalentmake(2W+1SB) |
| 113 | Supply & Erection of ELECTRIVALLY DRIVEN VACCUME PUMPING SETcomplete with accessories mounted on MS fabricated common base plate with 3 HP motor including all required piping & making connection with electrically driven pumping machinery. Make: Kirloskar/WPIL/KSB/Cromptonor good equivalent make |
| 114 | Providing and fixing of DEWATERING SUBMERSIBLE PUMPING SET 2HP, 200LPMHead @13 mtr. capacityincluding piping such as suction,delivery, peet valve & other accessories up to disposal point complete all respects of Kirloskar/WPIL make or good equivalent make and auto scouring arrangement. |
| 115 | Supply testing & commissioning of LT distribution panel having provision for outgoing connections for operation of vaccum pumps, dewatering pumps, Electrical control panel soft starter panel 3 Nos pump set including incomer, bus bar , power factor panel, MCCB of 300 AMP 4 PoleCRCA box with power coated paint, wire cable and labour charge etc complete in allrespects. |
| 116 | Supplying, erection of aluminium armoured cables of suitable size complete in all respects with required thimbles including clamps / supports along the wall for prevention against water ingress. Cable makes: CCL/ ICL/ FGL/ Havells/ Siemens or good equivalent make.95 mm2 (3.5core)–XLPE aluminium armoured cable |
| 117 | Supplying, erection, testing & commissioning of 16 SQMM 3 core copper Submersible cable XLPE cable with required thimbles of same size |
| 118 | Supplying, erection, testing & commissioning of 2.5 SQMM 3 core Copper Flaxible Cable with required thimbles of same size |
| 119 | Providing and fixing M.S. pipe made out Class C-MS sheet of reputed manufacture like TATA /SAIL / RASTRIYAISPAT / ISI or good equivalent make including painting with two coats anti corrosive paint complete in allrespects. (100MM) |
| 120 | Providing and fixing M.S. Pipe made out Class C-MS sheet of reputed manufacture like TATA / SAIL / RASTRIYA ISPAT / ISI or good equivalent make including painting with two coats anti corrosive paint complete in all respects.(150MM) |
| 121 | Providing and fixing M.S. Pipe made out Class C-MS sheet of reputed manufacture like TATA /SAIL /RASTRIYAISPAT/ISI or good equivalent make including painting with two coats anti corrosive paint complete in all respects.(250MM) |
| 122 | Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc on surface and providing angle iron support or cement concrete block as support including painting with two or more coats of synthetic enamel paint of required shade Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge. |
| 123 | (11) 250 mm internal diameter ( For Manifold) |
| 124 | (12) 100 mm internal diameter ( For Delivery Pipe) |
| 125 | (13) 150 mm internal diameter ( For Suction Pipe) |
| 126 | Supplying & fixing of D.I. Sluice Valves PN 1.6 along with contingent material required for their fixing with pipes & specials complete in all respects as per directions of EIC including the cost of construction of chamber cover and M.S frame including painting complete in all respects. complete as per DNIT specifications. (Including chamber) Make of Sluice Valve:DVD/Kirloskar /VAG /AVK/ IVC or goodequivalent make:250 MM |
| 127 | Supplying & fixing of D.I. Sluice Valves PN 1.6 along with contingent material required for their fixing with pipes & specials complete in all respects as per directions of EIC including the cost of construction of chamber cover and M.S frame including painting complete in all respects. complete as per DNIT specifications. (Including chamber) Make of Sluice Valve:DVD/Kirloskar /VAG /AVK/ IVC or goodequivalentmake:100 mm |
| 128 | Proving & fixing of Non-return valve100 mm flanged end class PN-1.0 as per in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. |
| 129 | Providing and fixing in position Cast Iron Foot Valve flanged ends with rubber sheet as per IS 4038 including cost of nut bolt , rubber insertion etc complete in all respect as per Design, Drawings , Specifications and Instructions ofEngineer-in-Charge 150 mm |
| 130 | Providing and fixing DI Air valves of PN 1.6 of sizes D.I. Double acting chamber suitable for sizes i/d M.S. pipe line with body and cover inductile cast iron of grade GGG 40, all internal parts such as float, shell etc. & all cover bolts of austeniticalloy steel and gaskets andseals of EPDM of grade W 270 with Electrostatic epoxy powder coating (EP-P) inside and outside colour blue RAL 5005.with body and cover in ductilecast iron of grade along with manual operated gate valve. Make of Sluice Valve: DVD/Kirloskar / VAG /AVK/ IVC or good equivalentmake(80 MM) |
| 131 | Providing and fixing Electromagnetic Flow Meter, Heavy duty & Good Quality complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge 250 mm dia |
| 132 | Supplying, erection, testing & commissioning of Hydropneumatic Tank of capacity 500 Ltr SURGE PROTECTION SYSTEM as perWRD conducted surge analysis consisting of air vessel/surge tank with all appurtenances, surge anticipating valve required for proper functioning other contingent material fixed in position complete in allrespects. |
| 133 | Earthing for elecric motors & panels earthing 60cm x 60cm Alu plate 6mm thick in3 mtr deep pit complete i/c required quantity charcoal and salt uptoearthing station as per electrical rules. complete in allrespects. |
| 134 | Supplying, erection, of Earthing Strips 25x 3mm GI complete in all respects including excavation jointing cutting through walls, riveting etc. complete in all respects as per relevant IS standards |
| 135 | Supply and erection of 60W LED STREET LIGHT along with fitting on the 1 mtr pole including the cost of petty material required for complete indoorand outdoor building lightingcomplete in all respect. |
| 136 | Supplying and fixing of nominal 2.5mm ±10% thick FIRE RETARDANT MATSconforming to IS: 15652: 2006 and meeting the requirement of IS 5216, IS 8437, IEC 479 Pub-I along with suitableadhesive/chemical bound resin water proof compound and sealing material as per in service recommendations class- C of IS 15652 and suitable for class A up to 3.3KV installations. |
| 137 | Providing and Fixing of Fire Extinguishers each of 5 kg. capacity CO2 type ISI mark fire extinguisher complete Make: Lifeguard/Unitex/Alpha/ Fire birdor good equivalent make |
| 138 | Providing and fixing of gylcerin filled 100mm SS PRESSURE GAUGE of reputed make on delivery of all pump sets /delivery header make: Bombarider/Warree/Feibig/Eq uivalent of 0-7kg/cm2 with suitable needle valve of 3/4 inch piped and llied accessories Complete in all respects. |
| 139 | Providing and fixing M.S. angle iron including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect asper Design, Drawings, Specifications and Instructions of Engineer-in-Charge. (a)For Single Rebate |
| 140 | Design ,engineering, manufacture ,supply, installation, testing and commissioning of approx 40 KW P grid- interactive SOLAR PV Power Plant to be installed party over canal Complete in all respects. |
| 141 | CHAPTER NO. 29: SEWERAGE AND DRAINAGE |
| 142 | (46) Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 143 | (B) R.C.C. Pipe NP -2 |
| 144 | (j) 700mm i/d pipe |
| 145 | PLASTERING & POINTING |
| 146 | (15.7) 12.5 mm thick cementplaster 1:2 |
| 147 | ,Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenche to correct alignment andgradients,cutting, jointing and testing complete as per specifications.75 mm o/d pipeof 4 Kgf. / sqcm |
| 148 | Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenche to correct alignment andgradients,cutting, jointing and testing complete as per specifications..90 mm o/d pipe of 2.5 Kgf. / sqcm |
| 149 | Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenche to correct alignment andgradients,cutting, jointing and testing complete as per specifications.110 mm o/d pipe of 2.5 Kgf. / sqcm |
| 150 | ,Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenche to correct alignment andgradients,cutting, jointing and testing complete as per specifications.125 mm o/d pipe of 2.5 Kgf. / sqcm |
| 151 | ,Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenche to correct alignment andgradients,cutting, jointing and testing complete as per specifications.160 mm o/dpipe of 2.5 Kgf. / sqcm |
| 152 | ,Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenche to correct alignment and gradients,cutting, jointing and testing complete as per specifications.180 mm o/d pipe of 2.5 Kgf. / sqcm |
| 153 | Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenche to correct alignment andgradients,cutting, jointing and testing complete as per specifications.225 mm o/d pipe of 2.5 Kgf. / sqcm |
| 154 | Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenche to correct alignment andgradients,cutting, jointing and testing complete as per specifications..250 mm o/dpipe of 2.5 Kgf. / sqcm |
| 155 | Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenche to correct alignment andgradients,cutting, jointing and testing complete as per specifications.315 mm o/dpipe of 2.5 Kgf. / sqcm |
| 156 | Supply & fixing UPVC LONG BENDS of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 75 mm 90 Degree |
| 157 | Supply & fixing UPVC LONG BENDS of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. .90 mm 90 Degree |
| 158 | Supply & fixing UPVC LONG BENDS of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 110 mm 90degree |
| 159 | Supply & fixing UPVC LONG BENDS of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. .125 mm 90degree |
| 160 | Providing & fixing alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.75 MM |
| 161 | Providing & fixing alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge..ALPHA VALVE 90 MM |
| 162 | Providing & fixing alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.110 MM |
| 163 | Providing & fixing alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.125 MM |
| 164 | Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge.80 MM |
| 165 | Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-chargeTAIL END POINT 1000 MM |
| 166 | Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge.TAIL END POINT 150 MM |
| 167 | Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge.TAIL END POINT 200 MM |
| 168 | Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-chargeTAIL END POINT 250 MM |
| 169 | Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge.TAIL END POINT 315 MM |
| 170 | Supply & fixing of UPVC Equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge75x75x75 mm. |
| 171 | Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge.90x90x90 mm |
| 172 | Supply & fixing of UPVC Equal Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in- charge110x110x110 mm |
| 173 | Supply & fixing of UPVC Equal Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in- charge.125x125x125 mm |
| 174 | Supply & fixing of service saddle M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge.75 mm x 50 mm |
| 175 | Supply & fixing of service saddle M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge90 mm x 50 mm |
| 176 | Supply & fixing of service saddle M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In ChargeMS SERVICE SADDLE 110 mm x 50 mm |
| 177 | Supply & fixing of SERVICE SADDLE M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge.125 mm x 50 mm |
| 178 | Supply & fixing of SERVICE SADDLE M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge.160 mm x 50 mm |
| 179 | Supply & fixing of SERVICE SADDLE M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge.180 mm x 50 mm |
| 180 | Supply & fixing of SERVICE SADDLE M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge.225 mm x 50 mm Please Enable Macros to View BoQ information |
