| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 28-Nov-202 | Other Corrigendum | Other | 10-12-2020 |
| Name of Work:SUPPLYING OF ALL LABOUR T&P AND MATERIALS FOR CONSTRUCTION OF PUMP HOUSE TESTING COMMISSIONING OF RCC ESR CONSTRUCTION OF VALVE CHAMBER 100% HOUSE CONNECTION LAYING OF DISTRIBUTION OF PIPE LINE ETC. FOR PWS TO VILLAGE BENIPALLI UNDER BELLAGUNTHA BLOCK. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1.50,000 Ltr RCC.ESR With 12.0mtr.staging | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Supplying all labour T & P for Earth work in excavation in foundation in all kinds of soil including levelling the bed etc. all complete as per direction of Engineer-in charge. | BI01010001010000000000000515BI0100001113 | ||
| 3 | 3 | 1st.depth of 1.5mtr. | BI01010001010000000000000515BI0100001114 | 129.98 | Cum. |
| 4 | 4 | 2nd.depth of 1.5mtr. | BI01010001010000000000000515BI0100001115 | 56.33 | Cum. |
| 5 | 5 | Supplying all materials, labour T&P for providing for filling the foundation and plinth with sand well watered and rammed including cost, lead & royalty of materials etc complete as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001116 | 23.3 | Cum. |
| 6 | 6 | Supplying all labour, T&P for filling in foundation & plinth with excavated materials, moorum including watering, ramming etc. as directed by Engineer-in-charge of the department. | BI01010001010000000000000515BI0100001117 | 109.5 | Cum. |
| 7 | 7 | Supplying all labour T&P materials providing cement concrete (1:3:6) with 40mm CB H.G.metals including cost, lead & royalty of materials etc. all complete as per directon of engineer-in-charge of the department.. | BI01010001010000000000000515BI0100001118 | 16.3 | Cum. |
| 8 | 8 | Supplying all labour T&P materials providing 40mm thick AS flooring with cement concrete (1:2:4) with 12mm CB H.G.chips including cost, lead & royalty of materials etc. all complete as per directon of engineer-in-charge of the department.. | BI01010001010000000000000515BI0100001119 | 1.08 | Cum. |
| 9 | 9 | Supplying all materials, labour and T&P for providing RCC work of M-25 grade with 20mm & down grade black hard granite crusher broken stone chips including hoisting & laying, including cost, lead and royalty of materials etc. all complete as per direction of Engineer-in-Charge of the Department. . | BI01010001010000000000000515BI0100001120 | ||
| 10 | 10 | below Ground level | BI01010001010000000000000515BI0100001121 | 41.25 | Cum. |
| 11 | 11 | Ground floor | BI01010001010000000000000515BI0100001122 | 10.71 | Cum. |
| 12 | 12 | First floor ( upto 6.00 mt. Ht) | BI01010001010000000000000515BI0100001123 | 9.29 | Cum. |
| 13 | 13 | Second floor ( upto 9.00 mt. Ht) | BI01010001010000000000000515BI0100001124 | 9.29 | Cum. |
| 14 | 14 | Third floor upto 12.00 mtr. ht. | BI01010001010000000000000515BI0100001125 | 12.12 | Cum. |
| 15 | 15 | fourth floor upto 15.00 mtr. ht. | BI01010001010000000000000515BI0100001126 | 20.12 | Cum. |
| 16 | 16 | fifth floor upto 18.00 mtr. ht. | BI01010001010000000000000515BI0100001127 | 16.9 | Cum. |
| 17 | 17 | Supplying all materials, labour and T&P for cutting, bending, binding and straighteining the rod and placing them in position including cost of binding wire of 18 to 20 gauge all complete including cost of MS tor rods of HYSD Fe 500grade and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001128 | 107.71 | Qntl. |
| 18 | 18 | Supplying all labour T & P & materials providing Rigid & smooth Centering & Shuttering for RCC Works including false work & dismantling them after casting including cost of materials complete in ground floor as per direction of Engineer-in charge. | BI01010001010000000000000515BI0100001129 | ||
| 19 | 19 | Ground floor upto 3.00 mtr. | BI01010001010000000000000515BI0100001130 | ||
| 20 | 20 | Column & Beam | BI01010001010000000000000515BI0100001131 | 8.82 | Sqm |
| 21 | 21 | First floor ( upto 6.00 mt. Ht) | BI01010001010000000000000515BI0100001132 | ||
| 22 | 22 | Column & Beam | BI01010001010000000000000515BI0100001133 | 7.02 | Sqm |
| 23 | 23 | Roof slab & Landing | BI01010001010000000000000515BI0100001134 | 1.62 | Sqm |
| 24 | 24 | Second floor ( upto 9.00 mt. Ht) | BI01010001010000000000000515BI0100001135 | ||
| 25 | 25 | Column & Beam | BI01010001010000000000000515BI0100001136 | 7.02 | Sqm |
| 26 | 26 | Roof salb & Landing | BI01010001010000000000000515BI0100001137 | 1.62 | Sqm |
| 27 | 27 | Third floor upto 12.00 mtr. ht. | BI01010001010000000000000515BI0100001138 | ||
| 28 | 28 | Column & Beam | BI01010001010000000000000515BI0100001139 | 25.88 | Sqm |
| 29 | 29 | Roof salb & Landing | BI01010001010000000000000515BI0100001140 | 1.62 | Sqm |
| 30 | 30 | Fourth floor above 12.00 mtr. ht. | BI01010001010000000000000515BI0100001141 | ||
| 31 | 31 | Column & Beam | BI01010001010000000000000515BI0100001142 | 1.57 | Sqm |
| 32 | 32 | Fifth floor above 15.00 mtr. ht. | BI01010001010000000000000515BI0100001143 | ||
| 33 | 33 | Column & Beam | BI01010001010000000000000515BI0100001144 | 18.03 | Sqm |
| 34 | 34 | Roof salb & Landing | BI01010001010000000000000515BI0100001145 | 1.13 | Sqm |
| 35 | 35 | Shell roof at 12.55 mtr height | BI01010001010000000000000515BI0100001146 | 31.21 | Sqm |
| 36 | 36 | Shell roof at 16.23 mtr height | BI01010001010000000000000515BI0100001147 | 73.34 | Sqm |
| 37 | 37 | Providing formwork for concrete with F2 finish for all permanently exposedsurfaces not prominently exposed to public view such as in bucket ,ogeepier noses& other curved surfaces with steel shuttering platesincluding supply of rigid tie and supports with all labour, materials andT & P complete including finishing complete as directed by the Engineer-incharge | BI01010001010000000000000515BI0100001148 | ||
| 38 | 38 | Ground floor upto 3.00 mtr. | BI01010001010000000000000515BI0100001149 | 160.04 | Sqm |
| 39 | 39 | First floor ( upto 6.00 mt. Ht) | BI01010001010000000000000515BI0100001150 | 112.9 | Sqm |
| 40 | 40 | Second floor ( upto 9.00 mt. Ht) | BI01010001010000000000000515BI0100001151 | 112.9 | Sqm |
| 41 | 41 | Third floor upto 12.00 mtr. ht. | BI01010001010000000000000515BI0100001152 | 94.52 | Sqm |
| 42 | 42 | Fourth floor above 12.00 mtr. ht. | BI01010001010000000000000515BI0100001153 | 162.44 | Sqm |
| 43 | 43 | Fifth floor above 15.00 mtr. ht. | BI01010001010000000000000515BI0100001154 | 90.83 | Sqm |
| 44 | 44 | Supplying all labour T&P materials providing 20mm (3/4") thick cement plaster (1:4) finished smooth including, watering and curing including cost, lead and royalty of all materials etc. complete as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001155 | ||
| 45 | 45 | At Fourth floor | BI01010001010000000000000515BI0100001156 | 102.07 | Sqm |
| 46 | 46 | At Fifth floor | BI01010001010000000000000515BI0100001157 | 35.78 | Sqm |
| 47 | 47 | Supplying all labour T&P providing Cement punning over plastered surface including cost, lead and royalty of all materials etc. complete as per the direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001158 | ||
| 48 | 48 | At Fourth floor | BI01010001010000000000000515BI0100001159 | 102.07 | Sqm |
| 49 | 49 | At Fifth floor | BI01010001010000000000000515BI0100001160 | 35.78 | Sqm |
| 50 | 50 | Supplying all labour, T&P materials for providing 6mm thick cement plaster in CM (1:4) to RCC surfaces on out side of the tank wall after raking out the joint including watering and curing etc all complete. | BI01010001010000000000000515BI0100001161 | ||
| 51 | 51 | At Fourth floor | BI01010001010000000000000515BI0100001162 | 74.47 | Sqm |
| 52 | 52 | At Fifth floor | BI01010001010000000000000515BI0100001163 | 37.05 | Sqm |
| 53 | 53 | Supplying all materials, labour and T&P for providing plastic emulsion painting two coat over plastered surface including cost, lead and royalty of all materials etc. complete as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001164 | 425.67 | Sqm |
| 54 | 54 | Supplying and fixing of CI puddle collars including cost, all taxes, levies etc. complete as per the direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001165 | ||
| 55 | 55 | 150mm diameter | BI01010001010000000000000515BI0100001166 | 1 | each |
| 56 | 56 | 100mm diameter | BI01010001010000000000000515BI0100001167 | 3 | each |
| 57 | 57 | Supplying all materials, labour and T&P for providing 600 x 600 mm dia C.I.man hole cover 2 (Two)nos of 600mm dia including cost, all taxes, levies etc. complete as per the direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001168 | 2 | each |
| 58 | 58 | Supplying and fixing of lightening arrester with Alluminium flat | BI01010001010000000000000515BI0100001169 | 1 | each |
| 59 | 59 | Supplying and fixing of Alluminium ladder from top to bottom of container. | BI01010001010000000000000515BI0100001170 | 1 | each |
| 60 | 60 | Supplying and fixing ofwater level indicator | BI01010001010000000000000515BI0100001171 | 1 | each |
| 61 | 61 | Transporting and supplying all materials, labour and T & P for fabrication, fitting and fixing of G.I Fittings /Specials at the required site using electic resistence welded G.I. pipes of medium quality and standard weight of reputed make ( TATA/ BANSAL/ZINDAL/SAIL) confirming to IS 1239 (P-1) 2004 including cutting the pipes and flanges, drilling the bolt holes matching the pipes, flanges and jointing with proper gradient and alignment, welding with using eloctrodes, fitting, fixing using Gas cutter (Oxyacetelene gas set), welding machine and other consumables etc. complete as per direction of Engineer in charge for use inconnection with fitting ad fixing of 32mm G.I.Pipe Handrails to the OGR/ESR as detailed as below | BI01010001010000000000000515BI0100001172 | ||
| 62 | 62 | 32mm G.I. Pipe (Medium) | BI01010001010000000000000515BI0100001173 | 316.72 | Mtr. |
| 63 | 63 | Cutting of 32 mm GI pipe (Circumferencially) | BI01010001010000000000000515BI0100001174 | 31.67 | Mtr. |
| 64 | 64 | Welding of 32 mm GI pipe (at cutting portion ) | BI01010001010000000000000515BI0100001175 | 31.67 | Mtr. |
| 65 | 65 | Transportation of materials i.e. G.I. Pipes | BI01010001010000000000000515BI0100001176 | 316.72 | Mtr. |
| 66 | 66 | Transporting and supplying all materials, labour and T & P for fabrication, fitting and fixing of G.I Fittings /Specials at the required site using electic resistence welded G.I. pipes of medium quality and standard weight of reputed make ( TATA/ BANSAL/ZINDAL/SAIL) confirming to IS 1239 (P-1) 2004 including cutting the pipes and flanges, drilling the bolt holes matching the pipes, flanges and jointing with proper gradient and alignment, welding with using eloctrodes, fitting, fixing using Gas cutter (Oxyacetelene gas set), welding machine and other consumables etc. complete as per direction of Engineer in charge for use inconnection with water tank, the cross drainage work, lowering of pumps etc. as per direction of Engineer in Charge. as follows:- | BI01010001010000000000000515BI0100001177 | ||
| 67 | 67 | 100 mm G.I. pipe with double ended flange 6.0mtr.long. | BI01010001010000000000000515BI0100001178 | 8 | no |
| 68 | 68 | G.I. 100mm x900 bend(0.30x0.30mtr.) with double ended flange. | BI01010001010000000000000515BI0100001179 | 5 | no |
| 69 | 69 | 100MM X 100MM X 100MM All flanged (A/F) G.I "Y" Tee (0.60 x 0.60 x0.60)mtr. | BI01010001010000000000000515BI0100001180 | 1 | no |
| 70 | 70 | 16mmx75mm nut bolt with washer | BI01010001010000000000000515BI0100001181 | 30 | Kg. |
| 71 | 71 | 3mm thick rubber insertion | BI01010001010000000000000515BI0100001182 | 30 | Kg. |
| 72 | 72 | 150mm dia x 100mm dia G.I D/F Taper (0.40mtr) | BI01010001010000000000000515BI0100001183 | 1 | Each |
| 73 | 73 | 150 mm G.I. pipe with double ended flange 6.0mtr.long. | BI01010001010000000000000515BI0100001184 | 3 | Each |
| 74 | 74 | G.I. 150mm x900 bend(0.30x0.30mtr.) with double ended flange. | BI01010001010000000000000515BI0100001185 | 2 | Each |
| 75 | 75 | 150 mm G.I. pipe with double ended flange1.00mtr.long. | BI01010001010000000000000515BI0100001186 | 2 | Each |
| 76 | 76 | Supplying,of all materials,labor and T&P provinding flanged joints to G.I. pipes including cost of jointing materials like nuts& bolts,rubber insetion etc. all complete | BI01010001010000000000000515BI0100001187 | ||
| 77 | 77 | 150mm flanged joints | BI01010001010000000000000515BI0100001188 | 2 | each |
| 78 | 78 | Supplying all labour T&P fixing of C.I. sluice valve /Non-return valve with double flanged ends for water works purposes for the following rating & nominal dia. (But excluding cost of C.I.S.V./N.R.V. & including cost of bolts, nuts, rubber insertion ) & as per specification complete\n \n \n \n | BI01010001010000000000000515BI0100001189 | ||
| 79 | 79 | 150 mm dia sluice valve | BI01010001010000000000000515BI0100001190 | 1 | each |
| 80 | 80 | 100 mm dia sluice valve | BI01010001010000000000000515BI0100001191 | 3 | each |
| 81 | 81 | Supplying all labour ,T&P, materials constructing sluice valve /N R valve chambers with RCC M20 including earthwork in excavation of foundation in all kinds of soil cement concrete (1:4:8) with 4cm size H.G. metal¸RCC work with M20 with 12mm size H.G. chips for R.C.C/ work , labour for cutting,bending, binding,tying the grills etc. rigid, smoot, centering, shuttering for R.C.C work ,6mm cement plaster in c.m. (1:4) filling in foundation with excavation materials etc. all complete.\n | BI01010001010000000000000515BI0100001192 | ||
| 82 | 82 | S.V./ N.R Valve Chamber | BI01010001010000000000000515BI0100001193 | 4 | each |
| 83 | 83 | CONSTRUCTION OF COMPOUND WALL FOR ESR | BI01010001010000000000000515BI0100001194 | ||
| 84 | 84 | Earth work in all kinds of soil in excavation of foundation with in 50m initial lead & 1.50m initial lift including rough dressing & breaking clods to max 5cm to 7 cm & layers not exceeding 0.30mtr. in depth & as per direction of Engineer-in charge. | BI01010001010000000000000515BI0100001195 | 28.35 | Cum. |
| 85 | 85 | Supplying , all labour material &T&P for filling of sand in foundation and plinth including watering & ramming etc all complete . | BI01010001010000000000000515BI0100001196 | 37.73 | Cum. |
| 86 | 86 | Supplying all labour T&P materials providing cement concrete (1:4:8) with 40mm HBG metals including cost, conveyance & royalty of materials etc. all complete. | BI01010001010000000000000515BI0100001197 | 4.73 | Cum. |
| 87 | 87 | Supplying all labourT&P, materials providing random rubble HG stone masonry in CM(1:6) in foundation & plinth including cost conveyance & royalty of materials etc. all complete. | BI01010001010000000000000515BI0100001198 | 26.46 | Cum. |
| 88 | 88 | Rigid & smooth Centering & Shuttering for RCC Works including false work & dismantling then after casting including cost of materials complete in ground floor. | BI01010001010000000000000515BI0100001199 | ||
| 89 | 89 | Plinth bend | BI01010001010000000000000515BI0100001200 | 8.4 | Sqm |
| 90 | 90 | Supplying all labour, T&P materials providing RCC work of M-20 grade with 20mm & down grade black hard granite hand broken stone chips including hosting & laying cost, conveyance and royalty of materials etc. all complete. | BI01010001010000000000000515BI0100001201 | 1.17 | Cum. |
| 91 | 91 | Supplying all labour, T&P, materials providing brick work with C.B. Bricks of size having crushing strength not less then 35kg/Cm2 in C.M (1:6) in super structure including cost, conveyance royalty of materials etc. all complete. | BI01010001010000000000000515BI0100001202 | 17.74 | Cum. |
| 92 | 92 | Supplying , fitting & Placing uncoated HYSD Bar reinforcement complete as per Drawing & Technical Specification etc. all complete | BI01010001010000000000000515BI0100001203 | 0.94 | Qntl. |
| 93 | 93 | Supplying of all materials,labour and T&P for fabricating and fixing of M.S doors ,windows and grills made out of suitable size of M.S.angles and plate with grills for windows with necessary fittings like hinges,aldrops,tower bolts etc all complete and painted with one coat of primer including fixing in the wall with cement concrete grouting \n | BI01010001010000000000000515BI0100001204 | 90 | kg |
| 94 | 94 | Supplying all labour, T&P materials providing 12mm thick cement plastering in C.M (1:6) including cost, conveyance & royalty of materials etc. all complete. | BI01010001010000000000000515BI0100001205 | 137.94 | Sqm |
| 95 | 95 | Supplying all labour, T&P materials providing 20mm thick cement plastering in CM(1:6) including cost, conveyance & royalty of materials of stone masonry work. | BI01010001010000000000000515BI0100001206 | 19.8 | Sqm |
| 96 | 96 | Finishing walls with two coats water proof cement paint including cost of paint | BI01010001010000000000000515BI0100001207 | 157.74 | Sqm |
| 97 | 97 | Supplying all labour, T&P, materials providing painting two coats on new works with approved enamel paint including cost of paint. | BI01010001010000000000000515BI0100001208 | 7.2 | Sqm |
| 98 | 98 | LAYING OF PIPE LINES | BI01010001010000000000000515BI0100001209 | ||
| 99 | 99 | Supplying, all labour T&P, earthwork in excavation of foundation treanches for pipe line in all kinds of soil with in 50m initial lead & 1.5m initial lift including rough dressing and leveling the bed etc all complete as per directon of engineer-in-charge of the department. | BI01010001010000000000000515BI0100001210 | 326.43 | Cum. |
| 100 | 100 | Supplying all labour, T&P for laying of HDPE pipes (PE-80,PN-08) & specials in pipe line trenches of the out side following dia. for all classes excluding cost of pvc fittings of 10kg/cm2 pressure, testing & jointing, fitting & fixing of pipes with solvent cement by non-heat application method ,testing of pipe line etc. all complete as per direction of Engineer-in-Charge of the Department. | BI01010001010000000000000515BI0100001211 | ||
| 101 | 101 | A.90 mm OD HDPE Pipe (PE-80,PN-08) | BI01010001010000000000000515BI0100001212 | 426 | Mtr. |
| 102 | 102 | B.110 mm OD HDPE Pipe (PE-80,PN-08) | BI01010001010000000000000515BI0100001213 | 248 | Mtr. |
| 103 | 103 | C.160 mm OD HDPE Pipe (PE-80,PN-08) | BI01010001010000000000000515BI0100001214 | 132 | Mtr. |
| 104 | 104 | Supplying all labour, T&P, filling of pipeline trenches with excavated materials, moorum including watering, ramming etc. as directed by Engineer-in charge of the department. | BI01010001010000000000000515BI0100001215 | 316.81 | Cum. |
| 105 | 105 | Supplying all labour T&P for fixing of C.I. sluice valve /Non-return valve with double flanged ends for water works purposes for the following rating & nominal dia. (including cost of bolts, nuts, rubber insertion, but excluding cost of C.I.S.V./N.R.V. ) as per specification complete as per direction of engineer-in-charge of the department. | BI01010001010000000000000515BI0100001216 | ||
| 106 | 106 | A.80mm Sluice Valve | BI01010001010000000000000515BI0100001217 | 2 | each |
| 107 | 107 | A.100mm Sluice Valve | BI01010001010000000000000515BI0100001218 | 2 | each |
| 108 | 108 | Supplying all labour, T&P, material constructing sluice valve/ N.RValve chambers with brick masonry including earth work in excavation of foundation in all kinds of soil cement concrete (1:4:8) with 4cm size H.G. metal, Brick work with C.B. Bricks in CM(1:6), CC(1:2:4) with 12mm size H.G. chips for RCC work, labour for cutting, bending, tying the grills etc rigid, smooth, centering, shuttering for RCC work 12mm cement plaster in CM(1:6) and filling in foundation with excavation materials etc all complete | BI01010001010000000000000515BI0100001219 | ||
| 109 | 109 | Sluice Valve Chamber | BI01010001010000000000000515BI0100001220 | 4 | each |
| 110 | 110 | Supplying all labour T&P for fixing of single air valve for water works purposes for the following nominal dia including cost of saddle & fitting, fixing of saddle in pvc pipes excluding cost of valves as per specification etc all complete as per directon of engineer-in-charge of the departments | BI01010001010000000000000515BI0100001221 | ||
| 111 | 111 | 25 mm dia single air valve | BI01010001010000000000000515BI0100001222 | 1 | Each |
| 112 | 112 | Supplying all labour T&P, material, constructing Air Valve Chambers with brick masonry including earth work in excavation in foundation in all kinds of soil, CC(1:4:8) with 4cm size H.G. metal, C.B. brick work in CM (1:6) CC (1:2:4) with 12mm size H.G. Chips for RCC work, labour for cutting bending , binding rigid & smooth centering & shuttering for RCC work, 12mm thick Cement Plastering (1:6) & filling in foundation with excavated material etc all complete. | BI01010001010000000000000515BI0100001223 | ||
| 113 | 113 | Air valve Chamber | BI01010001010000000000000515BI0100001224 | 1 | each |
| 114 | 114 | Supplying of all labour and T&P for dismentalling of cement concrete road and removing the debris with in 50mtr lead . | BI01010001010000000000000515BI0100001225 | 28.08 | Cum. |
| 115 | 115 | Supplying of all labour and T&P C.C. (1:2:4) using 12mm size CB HG chips including all cost, conveyance,taxes,royality etc.complete for repair of roads damaged due to laying of pipe line . | BI01010001010000000000000515BI0100001226 | 28.04 | Cum. |
| 116 | 116 | Transporting and supplying all materials labour and T & P fabricating, fitting and fixing with special at the required site using electic resistence welded pipes of medium quality and standard weight of reputed make ( TATA/ BANSAL/ZINDAL/SAIL) confirming to IS 1239 (P-1) 2004, IS 1978 and IS 3598 including cutting the pipes and flanges, drilling the bolt holes matching the pipes flanges and jointing with proper gradient and alignment, welding with using eloctrodes, fitting, fixing using mobile disel generator set etc. complete as per direction of engineer in charge to be used for connection with water tank, the cross drainage work,lowering of pumps etc. complete. | BI01010001010000000000000515BI0100001227 | ||
| 117 | 117 | 80 mm G I pipe double flanged ends 3 m long | BI01010001010000000000000515BI0100001228 | 5 | no |
| 118 | 118 | 80 mm G I pipe double flanged ends 1 m long | BI01010001010000000000000515BI0100001229 | 2 | no |
| 119 | 119 | G I 80MM Size-900 with double ended flange | BI01010001010000000000000515BI0100001230 | 3 | no |
| 120 | 120 | Construction of Display Board | BI01010001010000000000000515BI0100001231 | 1 | no |
| 121 | 121 | HOUSE CONNECTION | BI01010001010000000000000515BI0100001232 | ||
| 122 | 122 | Fixing of metal or PVC fabricated saddle piece as per IS 10299-1982 using rubber O rings, bolts,nuts to PVC/HDPE pipes of outside dia 80mm to 315mm with cost of materials SR-2013 , 2.3.3 a P-43 | BI01010001010000000000000515BI0100001233 | 445 | No |
| 123 | 123 | Supplying GM Ferrule Cock as per I S 2692 =\n1978 of nominal bore with drilling water main as per specification.\n1/8" dia GM Ferrule cock as per AR-2013-item 3.2.13 | BI01010001010000000000000515BI0100001234 | 445 | No |
| 124 | 124 | Supplying, all labour T&P,earthwork in excavation in pipe line trenches in all kinds of soil with in 50m initial lead & 1.5m initial lift including rough dressing & breaking clods to max. 5cm to 7cm laying in layers not exceeding 0.3min depth & as per directon of engineer-in-charge of the department.\n1.00 x 1.00 x 1.00 = 1.00 cum | BI01010001010000000000000515BI0100001235 | 445 | Cum |
| 125 | 125 | Supplying all labour, T&P, filling pipe line trenchs with excavated materials, moorum including watering, ramming etc. as directed by Engineer-in-charge of the department. | BI01010001010000000000000515BI0100001236 | 445 | Cum |
| 126 | 126 | Supply , fitting , fixing of following G I Pipes fittings as per direction of E.I.C and specifications complete. | BI01010001010000000000000515BI0100001237 | ||
| 127 | 127 | 15 mm dia G.I.Socket | BI01010001010000000000000515BI0100001238 | 890 | Nos |
| 128 | 128 | 15mm dia X 100mm long G I nipple | BI01010001010000000000000515BI0100001239 | 890 | Nos |
| 129 | 129 | 20 mm x 15 mm GI R elbow | BI01010001010000000000000515BI0100001240 | 890 | No |
| 130 | 130 | 20 mm G I elbow | BI01010001010000000000000515BI0100001241 | 445 | No |
| 131 | 131 | 20 mm N.B G.I. Pipe | BI01010001010000000000000515BI0100001242 | 445 | Mtr |
| 132 | 132 | 15 mm size C I handle cock Best Quality | BI01010001010000000000000515BI0100001243 | 445 | No |
| 133 | 133 | 20mm dia G.I. union | BI01010001010000000000000515BI0100001244 | 445 | No |
| 134 | 134 | Supplying all materials , labour , t&p for fitting and fixing of precast 100 dia indivisual household ( G I wire reinforced) standpost of 1.20m height with base (300mmx300mmx150mm) as per direction of the EIC. | BI01010001010000000000000515BI0100001245 | 445 | Nos |
| 135 | 135 | Cutting holes in brick work including making good the same in cm(1:4) for taking GI/PVC Pipes, fittings complete. AR page 109 item no 3.1.10 | BI01010001010000000000000515BI0100001246 | 445 | Nos |
| 136 | 136 | Cost of HDPE Pipe 20mm dia P.E 80 PN10 | BI01010001010000000000000515BI0100001247 | 401 | Mtr |
| 137 | 137 | Providing and laying in trenches HDPE Pipes\nas per I S 4985 &4984/2016(10kgf/cm2) of 20mm dia pipe, testing as per specification complete.( earthwork to be measured separately) | BI01010001010000000000000515BI0100001248 | 445 | Mtr |
| 138 | 138 | Service Connection(FHTC) | BI01010001010000000000000515BI0100001249 | ||
| 139 | 139 | (B) Pipe laying for H/H Connections For 1mtr lenth | BI01010001010000000000000515BI0100001250 | ||
| 140 | 140 | Cost of HDPE Pipe 20mm dia P.E 80 PN10 | BI01010001010000000000000515BI0100001251 | 445 | mtr |
| 141 | 141 | Supplying, all labour T&P,earthwork in excavation in pipe line trenches in all kinds of soil with in 50m initial lead & 1.5m initial lift including rough dressing & breaking clods to max. 5cm to 7cm laying in layers not exceeding 0.3min depth & as per directon of engineer-in-charge of the department.\n1.00 x 0.30 x 0.45m = 0.135 cum | BI01010001010000000000000515BI0100001252 | 60.08 | cum. |
| 142 | 142 | Supplying all labour, T&P, filling pipe line trenchs with excavated materials, moorum including watering, ramming etc. as directed by Engineer-in-charge of the department. | BI01010001010000000000000515BI0100001253 | 60.08 | cum. |
| 143 | 143 | Providing and laying in trenches HDPE Pipes\nas per I S 4985 &4984/2016(10kgf/cm2) of 20mm dia pipe, testing complete. | BI01010001010000000000000515BI0100001254 | 445 | mtr |
| 144 | 144 | C C Road Crossing ( For the required houses opposite to the main pipe line) | BI01010001010000000000000515BI0100001255 | ||
| 145 | 145 | C C ROAD CROSSING ( USING CUTTER ) | BI01010001010000000000000515BI0100001256 | ||
| 146 | 146 | C C Road cutting ( As per Item no 23 page 221 of A R - 2006 )\n3.75 X 0.10 mx 0.10 m | BI01010001010000000000000515BI0100001257 | 17.8 | Cum |
| 147 | 147 | Making good to damages of C.C road with C.C (1:2:4) | BI01010001010000000000000515BI0100001258 | 17.8 | Cum |
| 148 | 148 | Cost of HDPE Pipe 20mm dia P.E 80 PN10 | BI01010001010000000000000515BI0100001259 | 1668.75 | Mtr |
| 149 | 149 | Providing and laying in trenches HDPE Pipes\nas per I S 4985 &4984/2016(10kgf/cm2) of 20mm dia pipe, testing complete. | BI01010001010000000000000515BI0100001260 | 1668.75 | Mtr |
| 150 | 150 | Supplying, testing, commissioning of suitable (H.P) Open well vertical submersible pumping set of reputed make such as KSB / Crompton Greaves / Kirloskar etc. with energy efficient motor with ISI mark to run in 3-phase AC supply capable to discharge clear water from Production well @ 4.50.00 lps against a total head of 65 mtrs. along with suitable pannel board of reputed make with ISI mark and 3 core flat submesible cable of reputed make with ISI mark. Model No. | BI01010001010000000000000515BI0100001261 | ||
| 151 | 151 | 4.50.00 lps against a total head of 65 mtrs. -7.5 H.P. | BI01010001010000000000000515BI0100001262 | 1 | Each |
| 152 | 152 | Suitable control panel board of reputed make with ISI/ISO Certified ( BCH make)for the abovePump set vide Sl.no.1 (a) should be of three phase consisting C.R.C.A sheet with colour coating both side of the box and proper locking system, contactor,volt meter,amper meter along with three phase preventer and weather proof auto manual switch,volt meter with selector swith including light ON & OFF swith for the above work 3 Phase indicator lamps.( The control panel for 6 H.p pump set and above should be of star delta model only.) | BI01010001010000000000000515BI0100001263 | 1 | set |
| 153 | 153 | 6mm2 3 core flat submersible cable with ISI mark and reputed make such as Havell's / BCH etc. | BI01010001010000000000000515BI0100001264 | 400 | Mtr. |
| 154 | 154 | Documentation charges for photographs at different stage of work. | BI01010001010000000000000515BI0100001265 | 1 | Each |
Copyright © 2021 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
