Drinking Water And Sanitation Department has published Tender For Mahagama Block Full Coverage Rural Water Supply Scheme, Under D.W And S, Division Godda On Turnkey Basis.. Submission Date for this Tender is 26-05-2023. Centrifugal Pump Tenders in godda Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | WATER TREATMENT PLANT |
| 2 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labours and necessary equipment for designing & construction of Conventional WTP of 16.00 MLD capacity. With all complete job. (Please refer to Section 5, Sl. 2.3 of SBD) |
| 3 | FULL BORE ELECTROMAGNETIC FLOW METER Supply,install and commission Electromagnetic Flow meter ( EMF) as per ISO 4064 for Raw/pure water with accuracy +/- 0.5% of measured value & protection as per given specifications for size 100 mm -1000 mm including Sensor,transmitter surge arrestor, cable GI duct if suitable size for 25 meters built in GSM (with simcard and it changes,valid for 36 months) Including the pipe cutting, levelling and installation of flow meter in the pipe lines with necessary tool tackles,cranes including 36 months guarantee etc. complete as may be required at site & based on technical specifications. |
| 4 | 200 mm nominal diameter Flowmeter |
| 5 | 350 mm nominal diameter Flowmeter |
| 6 | 500 mm nominal diameter Flowmeter |
| 7 | Elevated Service Reservoir |
| 8 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours andequipment for designing & construction ofESR all complete job. (Please refer to Section 5,Sl.2.8 of SBD) |
| 9 | ESR |
| 10 | ESR - 1 Beldhi Capacity 80,000 Litres, Staging height - 12 M |
| 11 | ESR - 2 Kolzara Capacity 1,95,000 Litres, Staging height - 20 M |
| 12 | ESR - 3 Mal Bhandaridih Capacity 1,35,000 Litres, Staging height - 13 M |
| 13 | ESR - 4 Shukalachak Capacity 1,95,000 Litres, Staging height - 20 M |
| 14 | ESR - 5 Mahadevbathan Capacity 4,10,000 Litres, Staging height - 21 M |
| 15 | ESR - 6 Saraighat Capacity 2,30,000 Litres, Staging height - 17 M |
| 16 | ESR - 7 Sarawa Capacity 1,10,000 Litres, Staging height - 18 M |
| 17 | ESR - 8 Namaniyakita Capacity 3,70,000 Litres, Staging height - 17 M |
| 18 | ESR - 9 Khaspathar Capacity 1,35,000 Litres, Staging height - 18 M |
| 19 | ESR - 10 Gram Mahagama Capacity 3,30,000 Litres, Staging height - 14 M |
| 20 | ESR - 11 Murlitok Capacity 1,20,000 Litres, Staging height - 15 M |
| 21 | ESR - 12 Beltikari Capacity 1,10,000 Litres, Staging height - 16 M |
| 22 | ESR - 13 Balachini Capacity 1,05,000 Litres, Staging height - 15 M |
| 23 | ESR - 14 Khusmaraha Capacity 3,10,000 Litres, Staging height - 12 M |
| 24 | ESR - 15 Khorad Capacity 3,55,000 Litres, Staging height - 15 M |
| 25 | ESR - 16 Bishunpur Capacity 1,25,000 Litres, Staging height - 12 M |
| 26 | ESR - 17 Parsa Capacity 3,10,000 Litres, Staging height - 19 M |
| 27 | ESR - 18 Khutheri Capacity 1,55,000 Litres, Staging height - 14 M |
| 28 | ESR - 19 Sarotia Capacity 2,95,000 Litres, Staging height - 22 M |
| 29 | ESR - 20 Singpur Capacity 1,70,000 Litres, Staging height - 15 M |
| 30 | ESR - 21 Longai Capacity 4,00,000 Litres, Staging height - 12 M |
| 31 | ESR - 22 Shrimatpur Capacity 1,80,000 Litres, Staging height - 18 M |
| 32 | ESR - 23 Modichak Capacity 45,000 Litres, Staging height - 10 M |
| 33 | ESR - 24 Khurd Dumaria Capacity 2,45,000 Litres, Staging height - 12 M |
| 34 | ESR - 25 Sidhari Capacity 3,05,000 Litres, Staging height - 12 M |
| 35 | ESR - 26 Narattampur Capacity 2,10,000 Litres, Staging height - 13 M |
| 36 | CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORK AT WTP |
| 37 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under |
| 38 | Supplying, Installation, Testing and commissioning of Horizontal split case/Multi stage Centrifugal pump for Raw/ Clear water (make: WPIL/Kirloskar / Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of Stainless steel/bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:12615, having 15% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ[make: Kirloskar /ABB/ CGL/ Marathon] all complete withrequired size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 39 | Discharging - 183.56 LPS, against the head of 11 m, (1W+1S) |
| 40 | Discharging - 19.44 LPS, against the head of 31 m, (1W+1S) |
| 41 | Discharging - 92.25 LPS, against the head of 55 m, (1W+1S) |
| 42 | Discharging - 71.88 LPS, against the head of 78 m, (1W+1S) |
| 43 | F.A.S.D. Starters for CF PumpsSupplying fully automatic star delta starter to operate induction motor working on 415 V, 3 phase, 50 Hz with no volt coil, over load element, ON-OFF push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel enclouser. |
| 44 | a) 40 HP |
| 45 | b) 15 HP |
| 46 | c) 120 HP / 125 HP |
| 47 | Main Power Distribution Panel cum MCP for SUMP to be installed at WTP:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 800 A copper busbar, 1 no. incoming feeder of 800 A MCCB, 3 nos. 250 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 3 nos. 315 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 3 nos. 32 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 2 nos. 100 A & 63 A MCCB for WTP & other utilities, 2 nos. 32 A MCB feeder for lighting feeder, switch disconnected isolator (TPN), selector switches,Volt-meters, Ampere-meters, indicator lamps etc.all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor control, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 48 | Earthing: Making Earthing with all materials, equipments & accessories etc.all complete as per IE rule foe each motor. |
| 49 | Supplying, installation & commissioning of Lightening arrestor for Pump house, fire fighting system, first aid box, Rubber matting, etc. for WTP. |
| 50 | Providing , erecting and commissioning of 400 Sq mm 3.5 core 1.1 KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cablefromTransformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations, etc. all complete. |
| 51 | Providing, erecting and commissioning of required size (mention below) 3.0 core 1.1 KV grade armoured copper Cables, XLPE/PVC insulated armoured cable with 6 mm thick 25 mm width M.S. Spacer with G.I.Earth wire 6 sq mm complete in an approved manner as per IS:7098 at Clear Water Pump House. Laying, jointing and making proper terminations, etc. all complete.(From Panel to motors) |
| 52 | (i) 25 sqmm (For Raw Water Pump set) |
| 53 | (ii) 10 sqmm (For Clear Water Pump set) |
| 54 | (iii) 70 sqmm (For Clear Water Pump set) |
| 55 | Crane: Providing, erecting and commissioning of 3 ton Single Girder Hand Operated Circular/Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrange-ment for longitudinal travel/circular travel and cross travel with wheel, hand chain, etc. complete. |
| 56 | Tansformer Installation: Cost of construction of DP structure in Rail/RSJ Pole for above mention transformer with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse, disc & pin insulator, lightening arrester with earthing, stay sets, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material, technicians, labours, Grouting, PCC work, fencing, Danger board, testing of transformer oil, fitting, fixing, connecting with HT/LT lines, etc. forpower supply, etc. all complete as per I.E. rules and specification of Jharkhand state electricity board. |
| 57 | Raw Water Pumping main. |
| 58 | DI pipe for water works with socket and spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification K-9 suitable for push on joint (Rubber gasket D Jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one gasket for each pipe) Note: - The rates are for Jharkhand at Ranchi but exclusive of GST. (including @ 10% C.P.) |
| 59 | DI K-9, Dia 600 mm. |
| 60 | Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12. Note: - Rates are F.O.R. Jharkhand but excluding of GST. |
| 61 | 500 mm to 600 mm |
| 62 | Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrange-ments as per test pressure stainless steel splindle / caps etc. complete. (Sluice and scour valve) |
| 63 | DI K-9, Dia 600 mm. |
| 64 | Providingandsupplyingair valves as per IS-10845 - 2000 andMJP"s standard specifications of approved make and quality of following diameters includingall taxes (central andlocal), railway freight, inspection charges, unloading from railway wagons, loadingin to truck, transportationtransportation upto departmentalstores / site unloadingandstackingetc. complete. (Air Valve Single Ball Flanged /Screwed Type -PN -1.6) |
| 65 | 80 mm Air Valve |
| 66 | Earthwork in excavation (as per I.S. 3114/1965 for laying of different type and sizes of pipe so as to give one meter avarage cover over the socket of pipes with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. |
| 67 | Excavation in soil item-B |
| 68 | Earthwork in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 1/2 km from centre of trench but upto 1 km with all lifts by tipper including construction and maintenance of haul road all complete as per specification & direction of E/I. |
| 69 | Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge |
| 70 | Pucca Road (Except black top only taken out material to be used)40% |
| 71 | Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I. S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard againstaccident, all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design, specification and direction of E/I. |
| 72 | DI K-9, Dia 600 mm. |
| 73 | Supplying labour and tools for fixing C.I. sluice valve in trenches with pair of C.I. Tail piece including making laed caulked joints and flanged joint as per I.S.S. specification including supplying all jointing material (pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolt confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. |
| 74 | DI K-9, Dia 600 mm. |
| 75 | Providing and laying PCC M-150in position cement concrete of specified grade Iincluding the cost of centering & shuttering -All work upto the plinth level. in foundation with approved quality of store chips 20 mm-6 mm size graded and clean coarsed sand of FM 2.5 to 3.0 including screeing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty alll complete as per building specification and directio of E/I. |
| 76 | Centering & Shuttering |
| 77 | Providing and constructing B.B. Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame & cover etc. complete as directed by Engineer by In charge. (0.9 x 0.75 x 1.5) Note: Wall thickness:0.23 m for depth of 1.2 m & 0.35 m for balance depth exceeding 1.2 m. |
| 78 | Lowering & laying and fixing in proper alignment and position all types of CI air valve as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all materia and giving satisfactory hydraulic testing etc. complete. (for all class of valves) |
| 79 | 80 mm Air Valve |
| 80 | Earthwork inbackfilling the trenchesafter laying differenttypesandsizesof pipes withearthremoved duringexcavationwithininitial leadandliftasperspecification and directionof Engineer-in-Charge (for classificationof Soil itemA & B). |
| 81 | Providing P.C.C. M-150 with nominal mix of (1:3:6) in foundation with approved qualitystone metal(20 mm to 6 mm Size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer -in charge. Thrust Block |
| 82 | Centering & Shuttering |
| 83 | Providing Tor steel reinforcementof 10 mm, 12 mm & 16 mm dia, bars as per approved design and drawing excluding carrriage of M.S.bars to work site, cutting, bending and inding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (TMTcoil Fe 500)(only valid for Sail & Tata Steel) |
| 84 | Supplying labours, tools and tackles for testing of laid CI pressure pipe upto 60m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmently) |
| 85 | DI K-9, Dia 600 mm. |
| 86 | PureWater Pumping main. |
| 87 | DI pipe for water works with socket and spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification K-9 suitable for push on joint (Rubber gasket D Jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one gasket for each pipe) Note: - The rates are F.O.R. Jharkhand at Ranchi but exclusive of GST. (including @ 10% C.P.) |
| 88 | DI K-9, Dia 100 mm. |
| 89 | DI K-9, Dia 150 mm. |
| 90 | DI K-9, Dia 200 mm. |
| 91 | DI K-9, Dia 250 mm. |
| 92 | DI K-9, Dia 300 mm. |
| 93 | DI K-9, Dia 350 mm. |
| 94 | DI K-9, Dia 400 mm. |
| 95 | DI K-9, Dia 450 mm. |
| 96 | DI K-9, Dia 500 mm. |
| 97 | Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12. Note: - Rates are F.O.R. Jharkhand but excluding of GST. |
| 98 | Upto 300 mm |
| 99 | 350 mm to 450 mm |
| 100 | Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrange-ments as per test pressure stainless steel splindle / caps etc. complete. (Sluice and scour valve) |
| 101 | DI K-9, Dia 100 mm. |
| 102 | DI K-9, Dia 150 mm. |
| 103 | DI K-9, Dia 200 mm. |
| 104 | DI K-9, Dia 250 mm. |
| 105 | DI K-9, Dia 300 mm. |
| 106 | DI K-9, Dia 350 mm. |
| 107 | DI K-9, Dia 400 mm. |
| 108 | DI K-9, Dia 450 mm. |
| 109 | DI K-9, Dia 500 mm. |
| 110 | Providingandsupplyingair valves as per IS-10845 - 2000 andMJP"s standard specifications of approved make and quality of following diameters includingall taxes (central andlocal), railway freight, inspection charges, unloading from railway wagons, loadingin to truck, transportationtransportation upto departmentalstores / site unloadingandstackingetc. complete. (Air Valve Single Ball Flanged /Screwed Type -PN -1.6) |
| 111 | 40 mm Air Valve |
| 112 | 50 mm Air Valve |
| 113 | 80 mm Air Valve |
| 114 | Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete.(Type PN-1.6) |
| 115 | (i) 100 mm dia |
| 116 | (ii) 150 mm dia |
| 117 | (iii) 200 mm dia |
| 118 | (iv) 250 mm dia |
| 119 | (v) 300/400 mm dia |
| 120 | Earthwork in excavation (as per I.S. 3114/1965 for laying of different type and sizes of pipe so as to give one meter avarage cover over the socket of pipes with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. |
| 121 | Excavation in soil item-B |
| 122 | Earthwork in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 1/2 km from centre of trench but upto 1 km with all lifts by tipper including construction and maintenance of haul road all complete as per specification & direction of E/I. |
| 123 | Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge |
| 124 | Pucca Road (Except black top only taken out material to be used)40% |
| 125 | Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I. S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard againstaccident, all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design, specification and direction of E/I. |
| 126 | DI K-9, Dia 100 mm. |
| 127 | DI K-9, Dia 150 mm. |
| 128 | DI K-9, Dia 200 mm. |
| 129 | DI K-9, Dia 250 mm. |
| 130 | DI K-9, Dia 300 mm. |
| 131 | DI K-9, Dia 350 mm. |
| 132 | DI K-9, Dia 400 mm. |
| 133 | DI K-9, Dia 450 mm. |
| 134 | DI K-9, Dia 500 mm. |
| 135 | Supplying labour and tools for fixing C.I. sluice valve in trenches with pair of C.I. Tail piece including making laed caulked joints and flanged joint as per I.S.S. specification including supplying all jointing material (pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolt confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. |
| 136 | DI K-9, Dia 100 mm. |
| 137 | DI K-9, Dia 150 mm. |
| 138 | DI K-9, Dia 200 mm. |
| 139 | DI K-9, Dia 250 mm. |
| 140 | DI K-9, Dia 300 mm. |
| 141 | DI K-9, Dia 350 mm. |
| 142 | DI K-9, Dia 400 mm. |
| 143 | DI K-9, Dia 450 mm. |
| 144 | DI K-9, Dia 500 mm. |
| 145 | Providing and laying PCC M-150in position cement concrete of specified grade Iincluding the cost of centering & shuttering -All work upto the plinth level. in foundation with approved quality of store chips 20 mm-6 mm size graded and clean coarsed sand of FM 2.5 to 3.0 including screeing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty alll complete as per building specification and directio of E/I. |
| 146 | Centering & Shuttering |
| 147 | Providing and constructing B.B. Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame & cover etc. complete as directed by Engineer by In charge. (0.9 x 0.75 x 1.5) Note: Wall thickness:0.23 m for depth of 1.2 m & 0.35 m for balance depth exceeding 1.2 m. |
| 148 | Lowering & laying and fixing in proper alignment and position all types of CI air valve as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all materia and giving satisfactory hydraulic testing etc. complete. (for all class of valves) |
| 149 | 40 mm Air Valve |
| 150 | 50 mm Air Valve |
| 151 | 80 mm Air Valve |
| 152 | Earthwork inbackfilling the trenchesafter laying differenttypesandsizesof pipes withearthremoved duringexcavationwithininitial leadandliftasperspecification and directionof Engineer-in-Charge (for classificationof Soil itemA & B). |
| 153 | Providing P.C.C. M-150 with nominal mix of (1:3:6) in foundation with approved qualitystone metal(20 mm to 6 mm Size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer -in charge. Thrust Block |
| 154 | Centering & Shuttering |
| 155 | Providing Tor steel reinforcementof 10 mm, 12 mm & 16 mm dia, bars as per approved design and drawing excluding carrriage of M.S.bars to work site, cutting, bending and inding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (TMTcoil Fe 500)(only valid for Sail & Tata Steel) |
| 156 | Supplying labours, tools and tackles for testing of laid CI pressure pipe upto 60m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmently) |
| 157 | DI K-9, Dia 100 mm. |
| 158 | DI K-9, Dia 150 mm. |
| 159 | DI K-9, Dia 200 mm. |
| 160 | DI K-9, Dia 250 mm. |
| 161 | DI K-9, Dia 300 mm. |
| 162 | DI K-9, Dia 350 mm. |
| 163 | DI K-9, Dia 400 mm. |
| 164 | DI K-9, Dia 450 mm. |
| 165 | DI K-9, Dia 500 mm. |
| 166 | DISTRIBUTION NETWORK |
| 167 | DI pipe for water works with socket and spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification K-7 suitable for push on joint (Rubber gasket D Jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one gasket for each pipe) Note: - The rates are F.O.R. Jharkhand at Ranchi but excluding of GST. |
| 168 | DI K-7, Dia 100 mm. |
| 169 | DI K-7, Dia 150 mm. |
| 170 | DI K-7, Dia 200 mm. |
| 171 | DI K-7, Dia 250 mm. |
| 172 | DI K-7, Dia 300 mm. |
| 173 | Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-9. (Exfactory rates) inspection charge transportation, C.P. extra. |
| 174 | Socketed100 - 300 mm |
| 175 | Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrange-ments as per test pressure stainless steel splindle / caps etc. complete. (Sluice and scour valve) (P.N.-1.0) |
| 176 | DI K-7, Dia 100 mm. |
| 177 | DI K-7, Dia 150 mm. |
| 178 | DI K-7, Dia 200 mm. |
| 179 | DI K-7, Dia 250 mm. |
| 180 | DI K-7, Dia 300 mm. |
| 181 | Scour Valve |
| 182 | DI K-7, Dia 100 mm. |
| 183 | Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge |
| 184 | Pucca Road (Except black top only taken out material to be used)40% |
| 185 | Waterbound Macadam road(taken out material will be used) for cutting as per requirement 30% of the restoring work |
| 186 | Dismantaling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of unservisible materials with all leads complete as per direction of E/I |
| 187 | Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of store chips 20 mm-6 mm size graded and clean coarsed sand of FM 2.5 to 3.0 including screeing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty alll complete as per building specification and directio of E/I. |
| 188 | Earthwork in excavation (as per I.S. 3114/1965 for laying of different type and sizes of pipe so as to give one meter avarage cover over the socket of pipes with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. |
| 189 | Excavation in soil item-B |
| 190 | Earthwork in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 1/2 km from centre of trench but upto 1 km with all lifts by tipper including construction and maintenance of haul road all complete as per specification & direction of E/I. |
| 191 | Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA)/D.I. trenches without rubber gasket (Rubber gasket making gasket joint including providing night guard, barrier and red light to safe guard againstaccident, all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design, specification and direction of E/I. |
| 192 | DI K-7, Dia 100 mm. |
| 193 | DI K-7, Dia 150 mm. |
| 194 | DI K-7, Dia 200 mm. |
| 195 | DI K-7, Dia 250 mm. |
| 196 | DI K-7, Dia 300 mm. |
| 197 | Supplying labour and tools for fixing C.I. sluice valve in trenches with pair of C.I. Tail piece including making laed caulked joints and flanged joint as per I.S.S. specification including supplying all jointing material (pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolt confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. |
| 198 | Sluice Valve |
| 199 | 100 mm dia. DI K-7 |
| 200 | 150 mm dia. DI K-7 |
| 201 | 200 mm dia. DI K-7 |
| 202 | 250 mm dia. DI K-7 |
| 203 | 300 mm dia. DI K-7 |
| 204 | Supplying labours, tools and tackles for testing of laid CI pressure pipe upto 60m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmently) |
| 205 | Dia 100 mm. |
| 206 | Dia 150 mm. |
| 207 | Dia 200 mm. |
| 208 | Dia 250 mm. |
| 209 | Dia 300 mm. |
| 210 | Providing and fixing C.I. Road boxes of 225 mm x 300 mm (40 kg) for sluice valve. |
| 211 | Providing and fixing C.I. Road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing etc. complete (40 Kg). 225 mm x 300 mm |
| 212 | For 100 mm to 150 mm |
| 213 | Providing and constructing B.B. Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame & cover etc. complete as directed by Engineer by In charge. (0.9 x 0.75 x 1.5) Note: Wall thickness:0.23 m for depth of 1.2 m & 0.35 m for balance depth exceeding 1.2 m. |
| 214 | Earthwork in backfilling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-charge. |
| 215 | Pump House - 1 No. (5.5 x 3.0 x 6.0 M Ht.) |
| 216 | E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling,ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. |
| 217 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). |
| 218 | Providing designation 75 A one brick flat soiling jointsfilled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I |
| 219 | Providing P.C.C. M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 excluding screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge. |
| 220 | Centerring & Shuttering |
| 221 | Providing & Laying in position specified grade of cement concrete excluding the cost of centering and shuteering- All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand ( Zone III): 4 graded stone aggregate 20 mm nominal size). |
| 222 | Centerring & Shuttering Column upto GL |
| 223 | Centerring & Shuttering Column above GL |
| 224 | Centerring & Shuttering Balcony |
| 225 | Centerring & Shuttering Roof level |
| 226 | Reinforced cement concrete work in walls (any thickness), including attached lasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutment, post and struts etc above plinth level upto floor five level excluding cost centering, shuttering, finishing and reinforcement : 1:1.5:3(1 cement : 1.5 coarse sand: 3 graded stone agreggate). |
| 227 | Reinforcement cement concrete work in beams, suspended floors, roofs having slope up to 15 degrees landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement : 1.5 coarse sand (Zone iii) : 3 graded stone aggregate 20 mm nominal size). |
| 228 | Providing designation 75 A Brick work in C.M. (1:6) in foundation and plinth withapproved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royality all complete as per building specification and direction of E/I. |
| 229 | Providing & Laying in position specified grade of cement concrete excluding the cost of centering and shuteering- All work up to plinth level: 1:2:4 ( 1 cement: 2 coarse sand ( Zone III): 4 graded stone aggregate 20 mm nominal size). |
| 230 | Providing designation 75A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, ranking out joints to 15mm depth curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 231 | Supplying fitting & fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60 x 60 x 6 mm including cost of febrication providing neccessary locking arrangment with haskl end dommy duly fixed in PCC (1:2:4) block of required size, applyinga priming red lead paint over steel work taxes all complete as per drawing specification and direction of Engineer in charge. |
| 232 | Supplying MS Grill in window made of 20 x 6 mm MS flate or 16 mm MS Squre Bars fitel on 25 x 25 x 6 mm MS angle frame etc all complite as per direction of E/I. |
| 233 | Providing 25 mm thick pre cast R.C.C. M-150 with nominal mix of (1:2:4) in jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/I. |
| 234 | Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required size and shape, placed in position and fixing in R.C.C. slab / beamat the time of castingall complete as per building specification and direction of E/I. |
| 235 | Providing 6 mm cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. |
| 236 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. |
| 237 | Providing 12 mm thick water proof cement plaster (1:3) in CM 1:3 with clean coarse sand of FM 1.5 with 5% cico or any other approved water proofing compound all complete as per building specification & direction of E/I. |
| 238 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement in skirting inclding rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 239 | Earth work in filling in foundation trenches and plinth in layers not exceeding 150 mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direcrtion of E/I. (Earth obtainted from excavation of foundation) |
| 240 | Earth work in filling in foundation trenches and plinth in layers not exceeding 150 mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direcrtion of E/I. (Mode of measurement compacted volume) |
| 241 | Providing 50 mm thick cement concrete flooring (1:2:4) with 20 mm to 6 mm size graded stone chips finished with floating coat of neat cement in panels, including cost of curing, finishing the surface smooth by rubbing with carborundum stone, taxes and royalty all complete as per building specification and direction of E/I. |
| 242 | Provide two coat of snowcem of approved shade & make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding, curing & taxes all complete as per building specification & direction of E/I. |
| 243 | Providing primer coat of red lead paint of approved make over new steel surface including prepairing the surface after cleaning, removing rust, dirt scales, smokes, grease and cleaning the surface throughly including cost of scaffolding and taxes all complete as per building specification & direction of E/I. (Mode of measurment-Area shall be multiplied by the coefficient as indicated in building specification.) |
| 244 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. |
| 245 | Providing tor steed reinforcement of 10 mm, 12 mm and 16 mm dia bars as per approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as perbuilding specification & direction of E/I. |
| 246 | Copper lighting conductor Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S. codes.For tape of 10 M length |
| 247 | WATER LEVEL INDICATOR Providing and installing mercury water level indicator for RCC ESR and wash water tank site as per instructions of Engineer-incharge at ground level of the tank or nearing pump house or room for RCC ESR having 15 mtrs. stage height and 5 mtrs. water storage height with indication of water height in storage tank in metre and 1/10th of metre including providing and installing 15 mm dia class "B" G.I. piping with necessary accessories from bottom of the tank upto the instrument as per instructions of Engineer-in-charge. |
| 248 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . |
| 249 | Cement 10KM lead |
| 250 | Steel10KM lead |
| 251 | Sand 36KM lead |
| 252 | Bricks 06KM lead |
| 253 | Stone/Stone Chips11 KM lead |
| 254 | Water Supply Sanitation Installation (Plumbing work) |
| 255 | Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I. |
| 256 | i) 25 mm GI. Pipe. |
| 257 | ii) 15 mm GI. Pipe. |
| 258 | Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I. |
| 259 | i) 15 mm GI. Pipe |
| 260 | Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I. |
| 261 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 262 | (a) Elbow 15 mm dia |
| 263 | (b) Tee plane 15mm dia |
| 264 | (c) Nipple 15mm dia. |
| 265 | (d) Union Socket 25mm dia |
| 266 | (e) Union Socket 15mm dia |
| 267 | (f) Brass bib cock15mm dia |
| 268 | (g) C.I stop cock 15mm dia |
| 269 | (h) C.I. stop cock 25mm dia |
| 270 | (i) Reducing Socket 25x15mm |
| 271 | (j) Tee 25x25x15mm dia |
| 272 | SEPTIC TANKand SOAK PIT |
| 273 | Electrical Works |
| 274 | Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5sqmm F.R. PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 275 | Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 276 | Wiring for light /power plug point with 2 x 4 sqmm F.R.PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmmFR PVC insulated copper conductor single core cable for loop earthing etc as required. |
| 277 | Coppersub main wiring in PVC conduit Wiring for sub main wiring withPVC insulated copper conductor single corein surface/recessed PVC conduitas required. |
| 278 | 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring |
| 279 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring |
| 280 | Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/ recessed complete with tinned copper bush bars, neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb/rccb/Isolator) (4+12) double door horizontal type. |
| 281 | Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting, testing, and commissioning etc as required |
| 282 | Earthing with G.I. earth pipe 4.5 M long 40mm diaincluding accessories and providing masonry enclosure withcopperplate having locking arrangement and watering pipe etc with charcoal, salt all complete as per electrical rule |
| 283 | Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required |
| 284 | PVC con 20 mm PVC pipe |
| 285 | PVC con 25 mm PVC pipe |
| 286 | Installation commissioning and testing Ceiling Fan |
| 287 | Carriage of ceiling fan and regulator |
| 288 | Supplying, fitting and fixing 5 amp ceiling rose on the existing junction |
| 289 | Supplying, fitting and fixing breas batten/ angle holder including connection etc. |
| 290 | Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3pin 5/6 amp modular type switch, connection, painting etc as required. |
| 291 | Cost ofEarthing with G.I. earth pipe 4.5 M long 40mm diaG.I.Pipe 600 mm x 600 mm x 6 mm thick copper earth plate and 8 SWG copper wire including cost of making 1.2 x 1.2 x 3m deep pit and filling with charcoal, salt all complete as per electrical rule |
| 292 | Railway crossing |
| 293 | Manufacturing, providing and supplying spirally welded / ERW / SAW / fabricated M. S. pipes(Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). |
| 294 | 450 MM |
| 295 | IInstallation of product pipe by guided Auger boring method including making of entry and exit pits all related civil works like excavation,shoring /shuttering etc. shielded excavation through auger boring process lowering of pipe segments in the jacking pit laying & jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the E/I all complete except the cost of pipe average cover of1.5 m depth below GL. |
| 296 | Above 300 mm to 450 mm in Hard soil |
| 297 | Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site. |
| 298 | A) For 450/300 mm 40 m x 3.142 x 0.45 x 2 surfaces |
| 299 | First Coat |
| 300 | Second Coat |
| 301 | Twin Type Staff Quarter - 2 Unit (Please refer to Section 5, Sl. 2.7 of SBD) |
| 302 | E/W in Excavation in foundation trenches inordinary soil (Vide classification of soil Item -A) & disposal of excavatd earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approveddesign. |
| 303 | Providing, coarse clean sand in filling in foudation trenches /in Plinthincluding ramming & watering in layers not exceeding150 mm thick with all leads lift including cost of all materilas, labour, royalty & taxes all complete as per building specification & direction of E/I |
| 304 | Providing designation 75 A one brick flat soiling jointsfilled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I |
| 305 | Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with appoved quantity of stonemetal (50 mm 25 mm dia size)graded& clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cementconcrete in mixer & placing in position, vibrating, striking, curing taxes & royalty all complete as per building specification& direction of E/I |
| 306 | Centering & Shuttering |
| 307 | Providing designation 75 A brick work in C.M. (1:6) in foundation7 Plinthwith approvedqualityof clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints, Cost of screening, materials, Scaffolding, rakingoutjoints to 15 mm depth curing, taxes & royalty all complete as perbuildingspecification & direction of E/I |
| 308 | Providing 50 mm thick damp proof coarse with cement concreteM-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to3 including screening, shuttering mixing cement concretein mixer with 5% cico or any other approved water proffing compound and placing in position, vibrating, striing, curing, taxes & royalty all completeas per building specification & direction of E/I |
| 309 | Providingdesignation 75 A brick workin C.M (1:6) in super structure with approvedqualityof clean coarsesand of F.M. 2 to 2.5 including providing10 mm thick motar joints, cost of screening, materials, scaffolding, raking outjoints to 15 mm depth curing, taxes & royalty all complete as perbuilding specification & direction of E/I |
| 310 | Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stonechips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring,shuttering andmixing cement concrete in mixer& placing in position vibrating striking curing (butexcluding the cost of reinforcement) taxes & royalty all complete as per building specification of (E/I. |
| 311 | Centering & Shuttering |
| 312 | Providing average 63 mm thick R.C.C M -150with nominal mix (1:2:4) chajja in shelves with approvedqualityof stone chips20 mm to 6 mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip course in concrete, screening, centering shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cementplaster (1:4) in celling & sidesof chajja with sand of F.M 1.5, Curing (But excluding the cost of reinforcement) taxes and royaltyall complete as per building specification of E/I |
| 313 | Centering & Shuttering |
| 314 | Centering & Shuttering |
| 315 | Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality ofstone chips 20 mm to 6 mm size Graded & Clean coarse sand F.M 2.5 to including making drip course in cocrete,screening, concreting, shuttering, centring mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building Specification & direction of the E/I |
| 316 | Centering & Shuttering |
| 317 | Supplying fitting & fixing good quality, well dressed & well seasoned sal wood work in choukhat in doors, windows, skylights, fan light and C/W celestial windows openings, including wedge over all clamps completeincluding application of two coats of wood preservative of approved quality on the surfacebutting walls & lintels all complete as per building specification & directionofE/I |
| 318 | Supplyingfitting and fixing 250 x 20 x 6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxesas per building specification and diection of E/I @6for each door & 4 for each window Total Quantity -(2x3x6+2x4x4)=68 nos |
| 319 | Supplying all materials, labours and fitting & fixing 38 mm (1.5) thick good quality seasonedsal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles, sliding door bolts, tower bolts, handles or ings hooks and eye, cleats, sand block as per schedule, taxes & royalty all complete as perbuilding specification & direction of Engineer -in- charge |
| 320 | Supplying, fittings & fixing M.S Gril made of 20 x 6 mm M.S flat as perapproved design& drawing properly fabricated with jointscontinous filllet welded and finshed smooth, carriage of grill to worksite hoistingas per the building specification and direction ofE/I (where materials is not supplied by the Deptt.) |
| 321 | Providing 25 mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4) in jali with approvedquality to stonechips of 6mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S wire as per approveddesign and drawingand placing the same in position true to plumb and level and properly groutedwith cement mortar (1:3) including cost of curing, Scaffolding and finishing all complete as per building specification and direction E/I |
| 322 | Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqiredsize and shape placedin position and fixing in R.C.Cslab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet |
| 323 | Supplying, fitting and Fixing M.S Grill gate made of 20 x 6 mm M.S or 16 mm M.S raurbar Flat fitted on25 mm x 25 mm x 6mm M.S angle frame of size 60 x 60 x 6 as per approved design including cost of fabrication & drawing, properly fabricated with jointscontinuousfillet welded & finished smooth, providing necessary locking arrangements with Haskell &dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paintsover steel works, taxes , carriage of grill to work site, as per the building specification & direction of E/I (wherematerialsis not supplied by the Dept) |
| 324 | Providing 6 mm thick cement plaster (1:4) in cellingwith approved quality of clean coarse sandof F.M1.5 includingscreening, curing with allleads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I |
| 325 | Providing 12 mm thick cement plaster (1:6) with approved qualityof clean coarse sand of F.M 1.5 includingscreening Curing with all leads & lifts of water, Scaffolding, taxes 7 royalty all complete as per building specification & direction of E/I. |
| 326 | Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sandfinishing with neat punning a dado 6" (150 mm) higha side room and out side wall upto plinth level includng screening, curing with all leads & lifts of water, scaffolding, taxes and royaltyall completeas per buildingspecification & direction of E/I |
| 327 | Filling in foudation trenches & Plinth in layersnot exceeding 150 mm thick well watered, rammed, fully compacted & finedressed with earth obtained fromexcavation of foundationtrencheswithin a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I (Mode of measurementcompacted volume) |
| 328 | Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & direction of E/I. |
| 329 | Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mmthick (1:2:4)with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all completeas per building specification & direction of E/I |
| 330 | Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approvedquality of clean coarsesand of F.M 2 to 2.5 including the cost of screening ,raking outjointsto 15 mm depth, curing taxes, royalty all complete as per building specification and direction (E/I) |
| 331 | White washing three coat over new surface with approved quality of lime including cost of cleaningsurface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffoldingwashing of floor sand taxes all complete as per building specification and direction of E/I |
| 332 | Providing all materials,labours & doing 2 (two) Coat colour washing over a coat of white washing over new surface with approved quality of lime & Colour over the new surface including the cost of clening surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I |
| 333 | Providing two coats of painting with readymix paint synthetic enamel paint over a coat of primer of approved shad and make over new wooden surface after cleaning, removing dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I |
| 334 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing rust, dirt, scales, smokes and grease and cleaningthe surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 335 | Providing 2(two) coats of Paniting with ready mixed paints of approved shade & make over steel surafce including cleaning the surface thouroughly, scaffolding & taxes all complete as per building specification & direction of E/I |
| 336 | Providing 10 mm (TMT) Fe 500 TOR for steel reinforced as per approved design and drawing excluding carriage of torrod to work site including cutting bending and binding with annealed wire with cost of wire with cost of wore removal of rust placing the rods in position all complete as per building specification and direction of E/I |
| 337 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . |
| 338 | Cement 10KM lead |
| 339 | Steel10KM lead |
| 340 | Sand 36KM lead |
| 341 | Bricks 06KM lead |
| 342 | Stone/Stone Chips11 KM lead |
| 343 | Water Supply Sanitation Installation (Plumbing work) |
| 344 | Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I. |
| 345 | i) 25mm GI. Pipe. |
| 346 | ii) 15 mm GI. Pipe. |
| 347 | Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I. |
| 348 | i) 15 mm GI. Pipe |
| 349 | Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I. |
| 350 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 351 | (a) Elbow 15 mm dia |
| 352 | (b) Tee plane 15mm dia |
| 353 | (c) Nipple 15mm dia. |
| 354 | (d) Union Socket 25mm dia |
| 355 | (e) Union Socket 15mm dia |
| 356 | (f) Brass bib cock15mm dia |
| 357 | (g) C.I stop cock 15mm dia |
| 358 | (h) C.I. stop cock 25mm dia |
| 359 | (i) Reducing Socket 25x15mm |
| 360 | (j) Tee 25x25x15mm dia |
| 361 | Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or otherISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVC System). |
| 362 | SEPTIC TANKand SOAK PIT |
| 363 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removingrootsoftrees, shrubsall complete as per approved design, building specification and direction of E/I. |
| 364 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. |
| 365 | Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I. |
| 366 | Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mmto 6mm size well graded andclean course sand of FM-2.5to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 367 | Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per buildingspecification and directions of E/I. |
| 368 | (a) 19 mm thick |
| 369 | (b) 12 mm thick |
| 370 | Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 371 | (a) B/Win C.M (1:4) |
| 372 | (b) B/W 75-B in (1:6) for Soak pit |
| 373 | (c) Brick work in dry masonry for soak pit. |
| 374 | Providing pre cast R.C.C.M-150 with nominal mix of (1:2:4) slab of desired sizewith approved quality of stone chipsand clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I. |
| 375 | Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I. |
| 376 | 10 mm dia |
| 377 | Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead andyarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I. |
| 378 | (a) 100mm dia H.C.I. Tee. |
| 379 | (b) 100mm dia H.C.I. Band |
| 380 | (c) 50mm dia H.C.I. Cowel |
| 381 | (d) 50mm dia H.C.I. Vent pipe |
| 382 | (e) 100mm H.C.I. Pipe |
| 383 | Supplying materials and labours and fixing20mm dia M.S bar steps in wall of 0.3 m interval and staggeredin (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. |
| 384 | Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete. |
| 385 | Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. |
| 386 | Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475mm G.I. Cover With frame (Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I |
| 387 | Carriages of materials |
| 388 | (a) Brick – 06 KM lead |
| 389 | (b) Sand - 36 KM lead |
| 390 | (c) Stone chips - 11 KM lead |
| 391 | (d) Steel -10 KM lead |
| 392 | (d) Cement-10 KM lead |
| 393 | Electrical Works |
| 394 | Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5sqmm F.R. PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 395 | Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 396 | Wiring for light /power plug point with 2 x 4 sqmm F.R.PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmmFR PVC insulated copper conductor single core cable for loop earthing etc as required. |
| 397 | Coppersub main wiring in PVC conduit Wiring for sub main wiring withPVC insulated copper conductor single corein surface/recessed PVC conduitas required. |
| 398 | 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring |
| 399 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring |
| 400 | Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars, neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb/rccb/Isolator) (4+12) double door horizontal type. |
| 401 | Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting, testing, and commissioning etc as required |
| 402 | Earthing with G.I. earth pipe 4.5 M long 40mm diaincluding accessories and providing masonry enclosure withcopperplate having locking arrangement and watering pipe etc with charcoal, salt all complete as per electrical rule |
| 403 | Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required |
| 404 | PVC con 20 mm PVC pipe |
| 405 | PVC con 25 mm PVC pipe |
| 406 | Installation commissioning and testing Ceiling Fan |
| 407 | Carriage of ceiling fan and regulator |
| 408 | Supplying, fitting and fixing 5 amp ceiling rose on the existing junction |
| 409 | Supplying, fitting and fixing breas batten/ angle holder including connection etc. |
| 410 | Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3pin 5/6 amp modular type switch, connection, painting etc as required. |
| 411 | Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modulartype switch, connection, painting etc as required. |
| 412 | Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required. |
| 413 | Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put |
| 414 | Supplying, fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required. |
| 415 | Cost ofEarthing with G.I. earth pipe 4.5 M long 40mm diaG.I.Pipe 600 mm x 600 mm x 6 mm thick copper earth plate and 8 SWG copper wire including cost of making 1.2 x 1.2 x 3m deep pit and filling with charcoal, salt all complete as per electrical rule |
| 416 | Compound Wall/ Boundry Wall for WTP. (3419.20 M Long) |
| 417 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job. (Please refer to Section 5,Sl. 2.9 of SBD) |
| 418 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I |
| 419 | Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. |
| 420 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 421 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20 mm to 6 mm size)clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 422 | Centering & Shuttering |
| 423 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 424 | Centering & Shuttering |
| 425 | Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. |
| 426 | Centering & Shuttering |
| 427 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 428 | Centering & Shuttering |
| 429 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 430 | Centering & Shuttering |
| 431 | Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 432 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I. |
| 433 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per buildingspecification & direction of E/I. Qnty. Same as Item no.13 |
| 434 | Providing Tor steel reinforcement of 10 mm,12 mm, &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site, cutting, bending and binding with annealed wire with cost of wire ,removal of rust, Placing the rods in position all complete as per building specification and direction of E/I. |
| 435 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. |
| 436 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 437 | Cement10KM lead |
| 438 | Steel 10KM lead |
| 439 | Sand 36KM lead |
| 440 | Stone/Stone Chips11KM lead |
| 441 | Bricks 06KM lead |
| 442 | Gate - 28 nos. |
| 443 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I |
| 444 | Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. |
| 445 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 446 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 447 | Centering & Shuttering |
| 448 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 449 | Centering & Shuttering |
| 450 | Providing RCC M-200 with nominal mix of (1:1.5:3) in column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. |
| 451 | Centering & Shuttering |
| 452 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 453 | Centering & Shuttering |
| 454 | Providing Tor steel reinforcement of 10 mm, 12 mm & 16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site, cutting ,bending and binding with annealed wire with cost of wire, removal of rust, Placing the rods in position all complete as per building specification and direction of E/I. |
| 455 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. |
| 456 | Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25 x 25 x 6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 457 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface |
| 458 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 459 | Cement10KM lead |
| 460 | Steel10KM lead |
| 461 | Sand36KM lead |
| 462 | Stone/Stone Chips11KM lead |
| 463 | Bricks06KM lead |
| 464 | House Connection for 36240 nos. Consumer. |
| 465 | Earth work in excavation (as per I.S.3114/ 1965 for laying of different types and sizes of pipes so as to give 1 m av. cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/l. (For soil item A) |
| 466 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l. (Mode of measurement complacted volume). |
| 467 | ProvindingP.C.C M-150 with in norminal mix of (1:2:4) in foundation with approvedquality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including, screening, shuttering, mixingcement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specifiaction and direction of E/I. |
| 468 | Centerring & Shuttering |
| 469 | Earth work in back fillingthe trenches after laying of different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I. (For soil item A & B) |
| 470 | Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. |
| 471 | Providing and supplying blue MDPE pipes confirming to ISO 4427:1996 manufactured from vergin resin PE 80 food grade compounded raw material having blue colour only assurance certificate from quality agencies like WRC / CIPET ( India) / DVGM / KIWA / SPGN etc. for usage in drinking water with quality system. The cost shall including cost all taxes, inspection charges transprotaion to work site and earth work involved, all complete job as per specification and direction of E/I. 20 mm dia pipe. |
| 472 | Providing and supplying G.I. pipes (Tata and equivalent make) for usage in drinking water with quality system, The cost shall include testing of all materials all taxes central, State, Municipal, Inspection charges transportation up to site transite insurance, loading, unloading, stacking etc. complete as specified and directed. |
| 473 | Lowering laying and jointing HDPE / MDPE pipe in proper position including all specials by Compression fitting / Electrofusion and But fusion jointing procedure including hydraulic testing as er relevent IS Code complete with all materials for jointing procedure like Electro-fusion machine, Electric mirrior/ heater/But fusion welding machine with hydraulic testing and all labours as directed by engineer in charge as per IS-7634 part II |
| 474 | Supplying labour and tools for fixing G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketted joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/l. (Pipe with socket to be supplied deparmentally free of cost). |
| 475 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dia ferrule weight not less than 425 gram |
| 476 | Providing and fixing gun metal full way valve of approved quality all complete as per specification and direction of E/ (a) 20 mm dia and weight not less than 400 gram. |
| 477 | Providing and fixing 15 mm Dia male ended C.I Body Brass Spindle valve and seat bib cock of approved quality (Wt.not Less than 400 gms.) with extra socket all complete as per specification and Direction of E/I. |
| 478 | Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I |
| 479 | Elbow 20 mm |
| 480 | Elbow 15 mm |
| 481 | Reducing Socket 20 mm |
| 482 | Nipple 20 mm |
| 483 | Nipple 15 mm |
| 484 | Union Socket 20 mm |
| 485 | Socket 15mm |
| 486 | Socket 20 mm |
| 487 | Carriage of materials |
| 488 | Operation & Maintenance for Five years |
| 489 | O/M work with Labour component & Materials for 1st Year |
| 490 | As per SBD Section - 5 Clouse 9.10 |
| 491 | O/M work with Labour component & Materials for 2nd Year |
| 492 | As per SBD Section - 5 Clouse 9.10 |
| 493 | O/M work with Labour component & Materials for 3rd Year |
| 494 | As per SBD Section - 5 Clouse 9.10 |
| 495 | O/M work with Labour component & Materials for 4th Year |
| 496 | As per SBD Section - 5 Clouse 9.10 |
| 497 | O/M work with Labour component & Materials for 5th Year |
| 498 | As per SBD Section - 5 Clouse 9.10 |
| 499 | GST @ 18 % |
| 500 | Labour Cess @ 1% |
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