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| 1 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental Up to 2.40 M depth |
| 2 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. |
| 3 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 4 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means |
| 5 | Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 6 | 1.5m to 4.5m below GL |
| 7 | Upto 1.5m below GL |
| 8 | Upto 4.5 m above GL |
| 9 | 4.50m to 9.00 m above GL |
| 10 | 9.00 m to 13.5 m above GL |
| 11 | Providing and laying in position, Standardised Concrete Mix M-30 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 12 | 13.5 m to18.00 m above GL |
| 13 | 18.00M to 22.50 M |
| 14 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). |
| 15 | Column Footing,Plinth beam |
| 16 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). |
| 17 | RCC Square column |
| 18 | Below GL and Up to 3.30 M hight |
| 19 | 3.30 to 4.30 M height |
| 20 | 4.30 to 5.30 M height |
| 21 | 5.30 to 6.30 M height |
| 22 | 6.30 to 7.30 M height |
| 23 | 7.30 to 8.30 M height |
| 24 | 8.30 to 9.30 M height |
| 25 | 9.30 to 10.30 M height |
| 26 | 10.30 to 11.30 M height |
| 27 | 11.30 to 12.30 M height |
| 28 | 12.30 to 13.30 M height |
| 29 | 13.30 to 14.30 M height |
| 30 | Supplying and erecting steel centering including necessary supports For plane surfaces such as Circular Columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).Center Circular column |
| 31 | Below GL |
| 32 | 3.30 to 4.30 M height |
| 33 | 4.30 to 5.30 M height |
| 34 | 5.30 to 6.30 M height |
| 35 | 6.30 to 7.30 M height |
| 36 | 7.30 to 8.30 M height |
| 37 | 8.30 to 9.30 M height |
| 38 | 9.30 to 10.30 M height |
| 39 | 10.30 to 11.30 M height |
| 40 | 11.30 to 12.30 M height |
| 41 | 12.30 to 13.30 M height |
| 42 | 13.30 to 14.30 M height |
| 43 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).Beam |
| 44 | upto 3.60m height |
| 45 | 6.60 M to 7.60 m height |
| 46 | 9.60 M to 10.60 m height |
| 47 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).Curved Beam and curved wall |
| 48 | 13.60 M to 14.60 m height |
| 49 | 14.60 M to 15.60 m height |
| 50 | 15.60 M to 16.60 m height |
| 51 | 16.60 M to 17.60 m height |
| 52 | 17.60 M to 18.60 m height |
| 53 | Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).Floor slab |
| 54 | 14.60 M to 15.60 m height |
| 55 | 17.60 M to 18.60 m height |
| 56 | Supplying, Cutting, bending, tying, fabricating & placing in position of steel rods for all RCC works including cost of steel and binding wire etc but excluding cost of centering and shuttering, strutting etc., complete. The steel should confirm to the relavant IS specification and supplied with test certificate ( Fe. 415 grade as per IS specification No. 1786 / 1985 and as amended from time to time ) for delivery at site of work including loading, freight, unloading , stacking, transit insurance charges, taxes, etc., complete and as directed by TWAD Bd. Officers. |
| 57 | up to 3.5 M depth |
| 58 | up to7.0 M depth |
| 59 | up to10.50 M depth |
| 60 | up to 14.00 M depth |
| 61 | 14.0 M to 17.50 M depth |
| 62 | Painting New Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the departmental officers.(The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 63 | Refilling the foundation with excavated earth (other than sand) in layers of 15cm thick well rammed,watering, consolidating and complying with standard specification and spreading the surplus earth at the place shown etc., complete and as directed by TWAD Board Officers. |
| 64 | Disposal of surplus earth including loading & unloading, conveyance within a distance of 5Km and spreading etc., complete and as directed by TWAD Board officers. |
| 65 | Supply ,delivery and fixing of RCC inside Access ladder suitable for SR with storage depth of 3.0m with Hand rails 2 nos. of size 0.15x0.15x4.56m with steps of size 0.15x0.05x0.45m at an intenrval of 0.3m c/c using M30 concrete and RTS reinforcement with main rod of 8mm 4 nos. for each Hand rails and 8mm stirrups at 0.15m c/c and with main rod of 8mm 2 nos. for each step with 8mm distributer at 0.10 m c/c including cost of all materials , moulding charges, all labour charges finishing curing etc.. complete and as directed by TWAD Board officiers. |
| 66 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 67 | Providing and fixing of Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone of size 0.50 x 0.50x 0.30 m including cost of all materials , labour charges curing beneath the inlet pipe of service reservoir etc., complete and as directed by TWAD Board officers. |
| 68 | Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications. The staircase shall be braced to the column of Service Reservoir at suitable interval etc., complete and as directed by TWAD Board Officers .( Annexure enclosed ) |
| 69 | Supply and delivery of the following CI D/F Pipes and specials conforming to IS 7181/1986 & IS 1537 for D/F pipes and IS 1538/1993 for D/F spls and as amended from time to time with ISI marking including cost, all taxes, loading, freight unloading and stacking at site etc. complete and as directed by TWAD Board Officers.MATERIALS |
| 70 | INLET PIPE ARRANGEMENT |
| 71 | 250mm x 2.75 m CI D/F Pipe - 9 nos |
| 72 | 250mm x1.00 m CI D/F Pipe -3 nos |
| 73 | 250 mm CI D/F Duck Foot Bend - 1no |
| 74 | 250 mm CI Spigot Flage Tail Piece -2 nos |
| 75 | 250 mm CI D/F Bend 90 deg. -2 nos |
| 76 | Supply delivery of 250 mm CI D/F Sluice Valve with cap / wheel of class PN-1 along with non raising high tensile brass spindle valve operating in anti clock direction as per IS NO 14846/2000 and as amended from time to time and suitable for water supply main including all taxes, loading freight, transit, unloading and stacking them at site etc. complete and as directed by TWAD Board Officers. |
| 77 | OUTLET PIPE ARRANGEMENT |
| 78 | 300mm x 2.75 m CI D/F Pipe - 7 nos |
| 79 | 300mm x1.00 m CI D/F Pipe -4 nos |
| 80 | 300 mm CI D/F Duck Foot Bend -1 no |
| 81 | 300 mm CI Spigot Flage Tail Piece - 2nos |
| 82 | 300 mm CI Socket Flange Tail Piece -2 nos |
| 83 | 300 mm CI S/S pipe -5.50 m long LA class |
| 84 | Supply delivery of 300 mm CI D/F Sluice Valve with cap / wheel of class PN-1 along with non raising high tensile brass spindle valve operating in anti clock direction as per IS NO 14846/2000 and as amended from time to time and suitable for water supply main including all taxes, loading freight, transit, unloading and stacking them at site etc. complete and as directed by TWAD Board Officers. |
| 85 | SCOUR PIPE ARRANGEMENT |
| 86 | 150mm x 2.75 m CI D/F Pipe - 7 nos |
| 87 | 150mm x1.00 m CI D/F Pipe - 4nos |
| 88 | 150mm CI D/F Duck Foot Bend - 1 no |
| 89 | 150 mm CI Spigot Flage Tail Piece -2 nos |
| 90 | 150 mm CI S/S pipe -5.50 m long |
| 91 | Supply delivery of 150 mm CI D/F Sluice Valve with cap / wheel of class PN-1 along with non raising high tensile brass spindle valve operating in anti clock direction as per IS NO 14846/2000 and as amended from time to time and suitable for water supply main including all taxes, loading freight, transit, unloading and stacking them at site etc. complete and as directed by TWAD Board Officers. |
| 92 | OVER FLOW PIPE ARRANGEMENT |
| 93 | 250mm x 2.75 m CI D/F Pipe -8nos |
| 94 | 250mm x1.00 m CI D/F Pipe - 3 no |
| 95 | 250 mm CI D/F Duck Foot Bend - 1 no |
| 96 | 250 mm CI Spigot Flage Tail Piece - 2 nos |
| 97 | 250 mm CI pipe S/S 5.5 m long |
| 98 | 250 mm CI D/F Bend 90 deg - 1 no. |
| 99 | Supply and delivery of MJ coller with necessary rubber insertions , bolts & nuts including , loading & unloading, transporting charges, all taxes etc., complete at site as per standard specification and as directed by TWAD Board officers for the following sizes. |
| 100 | 250mm MJ coller for inlet |
| 101 | 300mm MJ coller for outlet |
| 102 | 150mm MJ coller for scour |
| 103 | Lifting and positioning of C.I Pipes & spls in vertical direction for service reservoir pipe connection including all labour charges and as directed by the TWAD Board officers |
| 104 | 0 to 2 m |
| 105 | 2 to 4 m |
| 106 | 4 to 6 m |
| 107 | 6 to 8 m |
| 108 | 8 to 10 m |
| 109 | 10 to 12 m |
| 110 | 12 to 14 m |
| 111 | 14 to 16 m |
| 112 | 16 to 18 m |
| 113 | Earth work excavation for laying of various type / size of pipes in hard stiff clay, stiff block cotton soil, hard red earth shales murrams, gravel stoney earth and earth mixed with small sized boulders and hard gravelly classification of soil and depositing on bank with an initial lead of 10M to the required depth including shoring, strutting bailingout water from the trenches wherever necessary and all other incidental charges such as barricading providing danger light and depositing surplus earth with in a lead of 10 m from the tenches etc., complete and as directed by the TWAD Board Officers. |
| 114 | 250mm CI Pipes for inlet |
| 115 | 300mm CI Pipes for Outlet |
| 116 | 150 mm CI Pipes for Scour |
| 117 | 250 mm CI Pipes for Overflow |
| 118 | Refilling trenches with excavated earth in layers not exceeding 15cm in depth, ramming and consolidation of each layer, watering etc. complete as per standard specifications and as directed by the TWAD Board officers. |
| 119 | 250mm CI Pipes for inlet |
| 120 | 300mm CI Pipes for Outlet |
| 121 | 150 mm CI Pipes for Scour |
| 122 | 250 mm CI Pipes for Overflow |
| 123 | Lowering of C.I/ D.I Pipes and specials carefully in to the trenches and laying to proper grade and alignment including labour charges incidental and operational charges etc., complete and as directed by the TWAD Officers. |
| 124 | 250mm CI Pipes for inlet |
| 125 | 300mm CI Pipes for Outlet |
| 126 | 150 mm CI Pipes for Scour |
| 127 | 250 mm CI Pipes for Overflow |
| 128 | Jointing of C.I/ D.I double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts etc., complete and as directed by the TWAD Board officers. (including cost of jointing materials) |
| 129 | 250mm CI Pipes for inlet |
| 130 | 300mm CI Pipes for Outlet |
| 131 | 150 mm CI Pipes for Scour |
| 132 | 250 mm CI Pipes for Overflow |
| 133 | Labour charges for jointing of mechanical joint collar, nuts, gasket and fixing in position etc., complete and as directed by TWAD Board officers |
| 134 | 250mm MJ coller for inlet |
| 135 | 300mm MJ coller for outlet |
| 136 | 150mm MJ coller for scour |
| 137 | Supply and fixing in position of RCC Manhole cover of size 0.60 x 0.60 m with MS Angle frame of size 25 x 25 x 6 mm etc. complete and as directed by the TWAD Board Officers. |
| 138 | Supplying,delivery and fixing of RCC cylinderical Ventilator of internal dia 0.30m and height of 0.45m with sidewall and cover slab of 0.10m using RCC 1:1.5:3 (one Cement, one and half Sand and three Coarse Aggregate) using 20 mm HBGS of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete and as directed by TWAD Board Officers |
| 139 | Construction of masonry valve pit for fixing Sluice valves as per type design No.9/43. The foundation will be in PCC 1:4:8 and brick work in C:M 1:5 Plastering in cm 1:3 12mm thick and the pit provided with 100mm thick RCC 1:11/2:3cover slab. The rate should include earth work excavation in various soils met with at the site of work, refilling the pit after the construction of pit, cost of levelling course, brick work, plastering, cut stone RCC cover slab, cost of reinforcemet, fabrication charges and fixing the valves in position inside the pit, laying and jointing of CI pipes and specials etc., complete. The Jointing materials such as bolts nut washers, rubber insertion sheets white lead have to be procured and utilised by the contractor at his own cost etc., complete and as directed by the TWAD Board officers. |
| 140 | Sluice Valve pit for housing 150 mm dia Sluice valves |
| 141 | Sluice Valve pit for housing 250 mm dia Sluice valves |
| 142 | Sluice Valve pit for housing 300 mm dia Sluice valves |
| 143 | Painting the TWAD Board Emblem and writing the slogon in accordance with size and as per Board's specifications with approved colour and quality of paint on the exterior surface of Service Reservoir etc., complete and as directed by TWAD Board Officers. |
| 144 | Providing Rain water harvesting arrangements including earth work, supply & fixing of RCC collar , filling with 40mm HBBG jelly and top coverd with Rcc 1:2:3 mix precast slab of 75mm thick including all labour charges etc., complete. |
| 145 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B including refilling charges |
| 146 | 200mm Di Pipe |
| 147 | 150mm Di Pipe |
| 148 | PVC Pipe 110mm pvc pipe |
| 149 | Supplying and filling the foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 150 | Supply and Delivery of Ductile Iron Socket/Spigot 200mm Pipes for class K9 as per is 8329/2000 including cost and conveyance of materials and all labour charges etc complete |
| 151 | 200mm Di Pipe |
| 152 | 150mm Di Pipe |
| 153 | Lowering of D.I Pipes and Specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers. |
| 154 | 200mm Di Pipe |
| 155 | 150mm Di Pipe |
| 156 | Supply and delivery of Following dia PVC pipe and specials including cost and conveyance of materials to work site etc complete |
| 157 | 110mm dia 6KSC PVC Pipe |
| 158 | PVC Specials |
| 159 | 110mm dia PVC Tee |
| 160 | 110mm dia PVC Elbow |
| 161 | 110mm dia PVC Bend |
| 162 | 110mm dia PVC Coupling |
| 163 | 110mm dia PVC End Cap |
| 164 | 140mm dia PVC Tee |
| 165 | 140mm dia PVC Elbow |
| 166 | 140mm dia PVC Bend |
| 167 | 140mm dia PVC Coupling |
| 168 | 140mm dia PVC End Cap |
| 169 | 160mm dia PVC Tee |
| 170 | 160mm dia PVC Elbow |
| 171 | 160mm dia PVC Bend |
| 172 | 160mm dia PVC Coupling |
| 173 | Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplurs with cement paste including cost and convence of labour charges ect., complet |
| 174 | 110mm dia 6KSC PVC Pipe |
| 175 | ElectromagneticFlow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag meters,equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be acccurate within 0.5% of Measured value, shall operate withina range of 0.3 m/sec to 4 m/sec and be constructed |
| 176 | 200mm Di Pipe |
| 177 | 150mm Di Pipe |
| 178 | Supply and Delivery of Cost Iron Double Flanged sluice valve with cap/ wheel as per is 14846/2000 PN 1.0 with ISI marking and with 5 years warranty etc., complete and as directed by TWAD Board officers. |
| 179 | 200mm Di Pipe |
| 180 | 150mm Di Pipe |
| 181 | 100mm Sluice Valve |
| 182 | Labour Charges for Fixing Sluice valve including fixing labour charges and jointing materials as per complete standard specification |
| 183 | 200mm Di Pipe |
| 184 | 150mm Di Pipe |
| 185 | 100mm |
| 186 | Construction of Valve Pit for Flow meter and sluice valve fixing including cost and conveyance of all materials and other labour charges |
| 187 | Supply and delivery of 40HP Open well Submersible pump set as per 14220 / 2002 With out panel Board 800 lpm x100m including cost and conveyance of materials to work site etc complete. |
| 188 | Supply and delivery of 25 HP Three phase panel board star -delta with two level guard and auto start including cost and conveyance of materials to work site etc complete. |
| 189 | Supply and delivery of jointing of XLPE insulated and sheathed 4 sq.mm 3 core flat type copper cable conforming to IS 694/1990 etc complete as per standard Specification |
| 190 | Supply and delivery of following PVC,HDPE,GI pipes and specials etc completed |
| 191 | 90mm dia HDPE pipe |
| 192 | 100mm dia GI Bend |
| 193 | 100mm dia GI Flange Set |
| 194 | Nylon Rope |
| 195 | 90mm dia GM NRV |
| 196 | 90mm dia Hose coller |
| 197 | Labour Charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to the required depth and also fixing of riser pipes to the required depth values erection clamps ,pressuer gauges up to the exterior wall of pmp room and errection of panel board consisting of TPICN switches starter ,voltmeter,ammeter,three pilot(indicating)lamps capacitor single phasing preventor ,Water level guard and laying and jointing the cables and twin earthing as per IE rules etc complete and testing the pump set and trail run for 10 days (5.00HP to 40.00HP) |
| 198 | GST 18% Please Enable Macros to View BoQ information |
