| 1 | 1 | LAYING OF PIPE LINE. | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 2 | Supplying all labour, T&P for earth work excavation in all kinds of soil (for different sizes of HDPE & PVC pipe line trenches) within 50 mtrs initial lead and 1.5 mtrs initial lift including rough dressing and leveling the bed etc., all complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001113 | 785.7 | Cum. |
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| 3 | 3 | Supplying all labour T&P, laying in trenches HDPE pipes & specials of the following out side dia. for all classes & jointing by fusion welding method including testing as per specification complete (earthwork & refilling of excavated materials in trenches to be measured separately)\n | BI01010001010000000000000515BI0100001114 | | |
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| 4 | 4 | 90 mm HDPE pipe PN-08 ( including cost of pipe ) | BI01010001010000000000000515BI0100001115 | 1040 | Mtr. |
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| 5 | 5 | 100 mm HDPE pipe PN-08 ( including cost of pipe ) | BI01010001010000000000000515BI0100001116 | 900 | Mtr. |
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| 6 | 6 | 160 mm HDPE pipe PN-08 ( including cost of pipe ) | BI01010001010000000000000515BI0100001117 | 360 | Mtr. |
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| 7 | 7 | Supplying all labour, T&P for filling in pipe line trenches with excavated materials including watering etc., all complete including proper care to the laid pipe lines to prevent damages of pipes and specials as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001118 | 770.53 | Cum. |
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| 8 | 8 | Supplying all labour and T&P for cutting cement concrete road for taking pipe line etc., complete and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001119 | 21.6 | Cum. |
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| 9 | 9 | Supplying all materials, labour T&P for cutting of cement concrete road for taking pipe line and making good to the damages with 40 mm size crusher broken metal concrete etc., CC (1:4:8) of thickness 0.10 Mtr and top 12 mm size crusher broken chip;s concrete CC(1:2:4) of thickness 0.075 mtrs including all cost, conveyance, royality of materials including watering, curing and ramming etc., all complete and as per specification and direction of Engineer-in-charge | BI01010001010000000000000515BI0100001120 | 21.6 | Cum. |
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| 10 | 10 | Supplying all materials, labour and T&P for fixing of following sizes of C.I. SLUICE / NON RETURN VALVES with double flanged ends for water works purpose for following nominal diameter including cost of nuts and bolts, rubber insertion as per specification etc., complete.( In Pipe Line & Near ESR ) | BI01010001010000000000000515BI0100001121 | | |
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| 11 | 11 | 80 mm dia S.V, (including cost of S. Valve) | BI01010001010000000000000515BI0100001122 | 7 | Each |
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| 12 | 12 | 80 mm dia N.R.V. (including cost of N.R. Valve) | BI01010001010000000000000515BI0100001123 | 2 | Each |
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| 13 | 13 | 100 mm dia S.V, (including cost of S. Valve) | BI01010001010000000000000515BI0100001124 | 2 | Each |
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| 14 | 14 | 150 mm dia S.V, (including cost of S. Valve) | BI01010001010000000000000515BI0100001125 | 1 | Each |
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| 15 | 15 | Supplying all materials, labour and T&P for fitting, fixing of 15 to 20mm dia SINGLE ACTING AIR VALVE confirming to I.S. No. 14845/2000 including fitting of required PVC service saddle for water works purpose for following diameter, including drilling the water main as per specification etc., complete.but | BI01010001010000000000000515BI0100001126 | 1 | Each |
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| 16 | 16 | Supplying all materials, labour, T&P for construction of rcc sluice valve and non return valve chambers of internal size 90x90x120cm with all lead royalty etc. such as earth work excavation, bed concrete with with RCC work M-20 grade ., and as per approved P.H. drawing and design etc., complete and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001127 | 11 | Each |
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| 17 | 17 | Supplying all materials, labour, T&P for construction of rcc aIR valve and non return valve chambers of internal size 75 x 75 x120cm with all lead royalty etc. such as earth work excavation, bed concrete with with RCC work M-20 grade ., and as per approved P.H. drawing and design etc., complete and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001128 | 1 | Each |
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| 18 | 18 | Supplying all materials, labour, T&P for construction of R.C.C. single mouth stand post as per specification and approved drawing including earth work excavation, bed concrete with C.C. (1:4:8), R.R. stone masonary in (1:6) C.M., C.C. (1:1½:3), 20 mm cement plaster in C.M. (1:6) over RR stone masonary work, 12 mm cement plaster in C.M. (1:4) over C.C. works and cement punning with supply & fitting fixing of all necessary pipes and fittings from supply main pipe line to stand post etc. all complete and as per site requirement and as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001129 | 1 | Each |
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| 19 | 19 | Providing House hold connection with supply & fitting fixing of all necessary pipes and fittings from supply main pipe line to water point post with supply & fitting fixing of all necessary pipe fittings from supply main pipe line to stand post etc. but excluding cost & laying of 25mm HDPE Pipe and as per site requirement all complete and as per the direction of Engineer-in-charge. ( Total House hold ) | BI01010001010000000000000515BI0100001130 | 400 | Each |
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| 20 | 20 | Constn. of Re-charge pit of size 90cm dia X120cm deep using 5nos of 900mm diaX 300mm height and 40 to 50mm wall thickness RCC rings, Precast cover slab earthwork excavation in all kinds of soil all complete etc as per Drawing & design and direction of E.I.C. | BI01010001010000000000000515BI0100001131 | 6 | Each |
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| 21 | 21 | Supplying all materials, labour and T&P for construction of bore well platform all round the production well such as earth work excavation in all kinds of soil R.R. stone masonary in (1:6) C.M., 20 mm cement plaster in C.M. (1:6) over RR stone masonary work, RCC 1:2:4 cover plate with CC 1:2:4 etc., all complete and as per direction of Engineer-in charge. | BI01010001010000000000000515BI0100001132 | 3 | Each |
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| 22 | 22 | Supplying all materials, labour and T&P for fabricating, fitting and fixing with specials at the required site using hot dip galvanized pipes of medium class and standard weight of reputed make (Tata / Zindal make) confirming to IS 1239(P.1)2004/IS:1161 of the following dia including cutting the pipes and flanges drilling the bolt holes matching the pipes flanges and jointing with proper gradient and alignment, welding with using electrodes, fitting, fixing using mobile diesel generator set etc., complete as per direction of Engineer-in-charge to be used to cross drainage work including jointing with rubber insertion, nut and bolts, clamp making and fixing if required and providing necessary masonary support as per site condition and jointing to the water mains and providing scaffoldings. | BI01010001010000000000000515BI0100001133 | | |
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| 23 | 23 | 100 mm dia G.I. ( medium ) pipe with double ended flange (6.0 mtr long each) | BI01010001010000000000000515BI0100001134 | 4 | Each |
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| 24 | 24 | 80 mm dia G.I. ( medium ) pipe with double ended flange (6.0 mtr long each) | BI01010001010000000000000515BI0100001135 | 5 | Each |
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| 25 | 25 | 100mm dia X 900 G.I.fabricated bend with double ended flange | BI01010001010000000000000515BI0100001136 | 4 | Each |
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| 26 | 26 | 80 mm dia G.I. fabricated \" Z \" band ( 0.50mm x 1.50 mm x 0.30 m ) with all flanged ends. | BI01010001010000000000000515BI0100001137 | 2 | Each |
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| 27 | 27 | Supplying all labour, materials, and T&P for drilling perfectly horizontal bore of required dia so as to accommodate following size PVC. pipe line into the hole including inserting the pipe with out disrupting the traffic or cutting road including jointing with water main pipe lines etc, (excluding cost of PVC pipe) and as per the direction of Engineer-in-charge | BI01010001010000000000000515BI0100001138 | | |
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| 28 | 28 | 90 mm dia HDPE pipe | BI01010001010000000000000515BI0100001139 | 16 | Mtr |
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| 29 | 29 | PUMPING UNIT INSTALLATION | BI01010001010000000000000515BI0100001140 | | |
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| 30 | 30 | Suitable Vertical submersible pumping set with outer dia 100mm with energy efficient motor Certified by Bureau of Energy efficiency (GOI) of reputed make, ISI/ ISO Certified to run in three phase a/c supply, capable to discharge clear water as detaied below from production well (200mm x 150mm) dia.includes 3.0mtr lenght Submerssible flat cable & cable joint kit . | BI01010001010000000000000515BI0100001141 | | |
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| 31 | 31 | At 1.20 lps against head of 90 meter. ( 2.00 Hp X 2 )= 4 H.P. | BI01010001010000000000000515BI0100001142 | 2 | Each |
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| 32 | 32 | Suitable control panel board of reputed make with ISI/ ISO Certified (BCH, L&T, Havells, etc) for the above Pump Set vide Sl. No. – 1 a, b, c, 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, ampere meter along with single phase preventer and weather proof auto manual switch, volt meter with selector switch including light ON & OFF switch for the above work with 3 Phase indicator Lamps. (The control Panel for 5HP pump set and above should be of star delta model only.) | BI01010001010000000000000515BI0100001143 | | |
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| 33 | 33 | D.O.L.Control panel for Pump of below 5 H.P. | BI01010001010000000000000515BI0100001144 | 2 | Each |
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| 34 | 34 | 50mm OD ISI marked, High Density Polyethylene (HDPE) pipes for water supply as per IS No. 4984/1995 (Reaffirmed 2002) with amendment no. 1,2,3,4 & 5 PE 80 grades of materials, and pressure rating of PN 10.0 | BI01010001010000000000000515BI0100001145 | 120 | Mtr |
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| 35 | 35 | 50mmx300mm steel Nipple | BI01010001010000000000000515BI0100001146 | 6 | Each |
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| 36 | 36 | 50 mm dia G.I \"C\" Bend with D/F ( 0.50 x 1.50 x 0.50 mtr ) | BI01010001010000000000000515BI0100001147 | 3 | Each |
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| 37 | 37 | 50 mm dia G.I \"L\" Bend with D/F ( 0.50 x 1.50 x 0.50 mtr ) | BI01010001010000000000000515BI0100001148 | 3 | Each |
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| 38 | 38 | M.S Clamp | BI01010001010000000000000515BI0100001149 | 3 | Each |
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| 39 | 39 | 200 mm dia CI Bore Cover | BI01010001010000000000000515BI0100001150 | 3 | Each |
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| 40 | 40 | 6 mm2 PVC coated steel wire rope of reputed make | BI01010001010000000000000515BI0100001151 | 225 | Mtr |
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| 41 | 41 | 4 mm2 Flat Submerssible Cable. | BI01010001010000000000000515BI0100001152 | 600 | Mtr |
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| 42 | 42 | Supplying all materials, labour, T&P for laying, fitting and fixing of 20 mm dia HDPE pipe of PE 80 Grade and pressure rating PN 12.5 to be laid as a casing for 4mm2/6mm2 3core flat submersible cable in connection with pumping installation work, including earth work excavation of size 30cm width X 60Cm depth for HDPE Pipe line trench, duly inserting the above supplied flat submersible cable, refilling of the trenches, with electrical connections etc. all complete and as per site requirement and as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001153 | 420 | Mtr |
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| 43 | 43 | Fitting & fixing of Pump & Motor including transportion to site | BI01010001010000000000000515BI0100001154 | 2 | Jobs |
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| 44 | 44 | CONSTN. OF 50000 ltrs OHR 12.00 mtr Staging | BI01010001010000000000000515BI0100001155 | | |
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| 45 | 45 | Supplying all labour and T&P for earthwork in excavation in foundation in all kinds of soil including within initial lead of 50 mtr. and 1.5mtr. initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.30mtr. in depth and as per specification and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001156 | | |
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| 46 | 46 | In 1st depth of 1.5 mtrs | BI01010001010000000000000515BI0100001157 | 83.19 | Cum. |
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| 47 | 47 | In 2nd depth | BI01010001010000000000000515BI0100001158 | 41.6 | Cum. |
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| 48 | 48 | Supplying all materials, labour and T&P for filling foundation bed with sand well watered and rammed including cost conveyance and royalty of screened and washed sharp sand and as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001159 | 81.32 | Cum |
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| 49 | 49 | Supplying all materials, labour and T&P and providing cement concrete (1:3:6) with 40 mm size crusher broken hg metal, screened and washed sharp sand including cost, carriage, royality of materials with watering and curing etc., all complete and as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001160 | 5.55 | Cum |
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| 50 | 50 | Supplying all materials, labour and T&P and providing cement concrete M-25 for RCC work with 20 mm and down graded crusher broken black hg chips including hoisting and laying including hire and running charges of concrete mixer, hire and running charges of concrete vibrator, generator and watering and curing upto 3 weeks including cost, conveyance and royalties of specified with quality materials all complete and as per direction of Engineer-in-charge but excluding cost of reinforcement. | BI01010001010000000000000515BI0100001161 | | |
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| 51 | 51 | In ground floor | BI01010001010000000000000515BI0100001162 | 32.65 | Cum |
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| 52 | 52 | In 1st floor | BI01010001010000000000000515BI0100001163 | 5.67 | Cum |
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| 53 | 53 | In 2nd floor | BI01010001010000000000000515BI0100001164 | 5.67 | Cum |
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| 54 | 54 | In 3rd floor | BI01010001010000000000000515BI0100001165 | 11.51 | Cum |
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| 55 | 55 | Supplying all materials, labour and T&P and providing cement concrete M-30 for RCC work with 20 mm and down graded crusher broken black hg chips including hoisting and laying including hire and running charges of concrete mixer, hire and running charges of concrete vibrator, generator and watering and curing upto 3 weeks including cost, conveyance and royalties of specified with quality materials all complete and as per direction of Engineer-in-charge but excluding cost of reinforcement. | BI01010001010000000000000515BI0100001166 | | |
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| 56 | 56 | In 4th floor | BI01010001010000000000000515BI0100001167 | 20.22 | Cum |
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| 57 | 57 | Supplying all materials, labour and T&P for providing rigid and smooth centering and shuttering for RCC work including false work and dismantling then after casting with cost, conveyance of materials complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001168 | | |
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| 58 | 58 | In ground floor | BI01010001010000000000000515BI0100001169 | | |
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| 59 | 59 | Column & Beam | BI01010001010000000000000515BI0100001170 | 93.94 | Sqm |
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| 60 | 60 | Staircase | BI01010001010000000000000515BI0100001171 | 11.03 | Sqm |
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| 61 | 61 | Slab, Landing | BI01010001010000000000000515BI0100001172 | 2.8 | Sqm |
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| 62 | 62 | In 1st floor | BI01010001010000000000000515BI0100001173 | | |
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| 63 | 63 | Column & Beam | BI01010001010000000000000515BI0100001174 | 45.13 | Sqm |
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| 64 | 64 | Staircase | BI01010001010000000000000515BI0100001175 | 11.03 | Sqm |
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| 65 | 65 | Slab, Landing | BI01010001010000000000000515BI0100001176 | 1.4 | Sqm |
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| 66 | 66 | In 2nd floor | BI01010001010000000000000515BI0100001177 | | |
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| 67 | 67 | Column & Beam | BI01010001010000000000000515BI0100001178 | 45.13 | Sqm |
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| 68 | 68 | Staircase | BI01010001010000000000000515BI0100001179 | 11.03 | Sqm |
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| 69 | 69 | Slab, Landing | BI01010001010000000000000515BI0100001180 | 1.4 | Sqm |
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| 70 | 70 | In 3rd floor | BI01010001010000000000000515BI0100001181 | | |
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| 71 | 71 | Column & Beam | BI01010001010000000000000515BI0100001182 | 76.25 | Sqm |
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| 72 | 72 | Staircase | BI01010001010000000000000515BI0100001183 | 17.86 | Sqm |
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| 73 | 73 | Slab, Landing | BI01010001010000000000000515BI0100001184 | 11.03 | Sqm |
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| 74 | 74 | In 4th floor ( Above 12.00 Mtrs Height ) | BI01010001010000000000000515BI0100001185 | | |
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| 75 | 75 | Column & Beam | BI01010001010000000000000515BI0100001186 | 13.58 | Sqm |
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| 76 | 76 | Shell Roof at Bottom Slab ) | BI01010001010000000000000515BI0100001187 | 38.66 | Sqm |
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| 77 | 77 | In 5th floor ( Above 15.00 Mtrs Height ) | BI01010001010000000000000515BI0100001188 | | |
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| 78 | 78 | Shell Roof at Top Doom Slab ) | BI01010001010000000000000515BI0100001189 | 40.55 | Sqm |
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| 79 | 79 | Wall & Fin. ( Ventilator ) | BI01010001010000000000000515BI0100001190 | 2.56 | Sqm |
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| 80 | 80 | 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 | BI01010001010000000000000515BI0100001191 | | |
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| 81 | 81 | Container wall. | BI01010001010000000000000515BI0100001192 | 100.48 | Sqm |
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| 82 | 82 | Supplying all materials, labour and T&P for cutting, bending, binding and straightening the rods (reinforcement) for RCC work and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost, conveyance and taxes of HYSD steel (rod) of SAIL / TISCO brand of Fe-415 specifications etc. all complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001193 | 75.71 | Qntl. |
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| 83 | 83 | Supplying all materials, labour, T&P for providing 20mm thick cement plaster in CM (1:4) including cost, carriage and conveyance of all materials, watering and curing etc complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001194 | 95.18 | Sqm |
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| 84 | 84 | Supplying all materials, labour and T&P for providing cement punning over plastered surface with watering and curing including cost, conveyance of all materials etc. all complete and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001195 | 95.18 | Sqm |
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| 85 | 85 | Supplying all materials, labour, T&P for providing wall painting two coats with plastic emulsion paint of approves shade over a coat of white wash to give an even shade including cost of all materials, taxes, royalties etc., all complete as per direction of E.I.C. | BI01010001010000000000000515BI0100001196 | 413.14 | Sqm |
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| 86 | 86 | Supplying all material , labour and T&P for fitting and fixing of C.I. manhole cover of size 600mm with locking arrangement duly embeding with concrete on dome slab of reservoir as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001197 | 2 | Each |
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| 87 | 87 | Supplying all material , labour and T&P for fitting and fixing of following sizes of C.I. Puddule Collar duly embeding with concrete in the container of reservoir as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001198 | 4 | Each |
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| 88 | 88 | Supplying all materials, labour and T&P for fabricating, fitting and fixing with specials at the required site using hot dip galvanized pipes of medium class and standard weight of reputed make (Tata / Zindal make) confirming to IS 1239(P.1)2004/IS:1161 of the following dia including cutting the pipes and flanges drilling the bolt holes matching the pipes flanges and jointing with proper gradient and alignment, welding with using electrodes, fitting, fixing using mobile diesel generator set etc., complete as per direction of Engineer-in-charge to be used for piping arrangements of OH Reservoir including jointing with rubber insertion, nut and bolts, clamp making and fixing of G.I. pipes to the OH reservoir pillars / braces and jointing to the water mains with necessary scaffoldings. | BI01010001010000000000000515BI0100001199 | | |
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| 89 | 89 | 80 mm dia G.I. ( medium ) pipe with double ended flange (6.0 mtr long each) | BI01010001010000000000000515BI0100001200 | 30 | Each |
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| 90 | 90 | 80mm dia X 900 G.I.fabricated bend with double ended flange | BI01010001010000000000000515BI0100001201 | 4 | Each |
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| 91 | 91 | Supplying all materials, labour and T&P such as hiring of generators, welding machine etc for fabrication of hand railings to ladders, balcony of O.H. Tank made out of 32 mm NB medium class G.I. pipe e such as fixing of 32 mm dia pipes in the balcony, landings and stair case , top railing with 32 mm GI pipe, including cutting, welding, bending, painting two coats of enamel paint over a coat of primer including fitting fixing of railings to ladders, floor of bracings including transportation charges of all materials and T & P to work site, all complete and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001202 | | |
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| 92 | 92 | 32mm G.I. Pipe medium class approx. | BI01010001010000000000000515BI0100001203 | 364.59 | Mtr. |
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| 93 | 93 | Cutting of 32mm G.I. Pipes approx. | BI01010001010000000000000515BI0100001204 | 36.5 | Mtr. |
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| 94 | 94 | Welding of 32mm G.I. Pipes approx | BI01010001010000000000000515BI0100001205 | 36.5 | Mtr. |
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| 95 | 95 | Transportation of 32mm G.I. Pipes approx. | BI01010001010000000000000515BI0100001206 | 364.59 | Mtr. |
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| 96 | 96 | Supplying all materials, labour and T&P for providing Aluminium ladder of required legthx0.45m width including fixing inside the container etc. all complete & as per direction of Engineer-in- charge. | BI01010001010000000000000515BI0100001207 | 1 | Each |
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| 97 | 97 | Supplying all materials, labour T & P for fitting & fixing of Lighting Arrester of Copper on the roof of the Tank (OGR/ESR) as per IS 2309 with suitable earthed with alluminium tape (flat) conductor etc. all complete as per direction of Engineer- in charge. | BI01010001010000000000000515BI0100001208 | 1 | Each |
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| 98 | 98 | Supplying all materials, labour T & P for fitting & fixing of Mechanical float with water level indicator etc. all complete as per direction of Engineer- in charge. | BI01010001010000000000000515BI0100001209 | 1 | Each |
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| 99 | 99 | Supplying all materials labpur , T & P for fitting & fixing at site as per the direction of Engineer in Charge. | BI01010001010000000000000515BI0100001210 | | |
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| 100 | 100 | Nut & Bolt. | BI01010001010000000000000515BI0100001211 | 25 | Kg. |
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| 101 | 101 | Rubber Insertion. | BI01010001010000000000000515BI0100001212 | 25 | Kg. |
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