Public Health Engineering Department-PHED has published Rejuvenation, Renovation, Modernization And Strengthening Of Various Units And Providing Functional House Water Connection With One Year Defect Liability Period At Wss 48F Under Jjm In The Jurisdiction Of Sub Divison Srikaranpur Under Phed Distt. Div. Sri. Submission Date for this Tender is 05-08-2021. Pipe Laying Tenders in Srikaranpur Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Rejuvenation, Renovation, Modernization and strengthing of various units and providing Functional House water connection with one year Defect Liability period at WSS 48F under JJM in the jurisdiction of Sub Divison SriKaranpur under PHED Distt. Div. SriGanganagar | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Modification of Outlet | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils | BI01010001010000000000000515BI0100001113 | 50 | Cum |
| 3 | 3 | P&F GI pipes class-B (External work) With GI fittings(IS:1239 mark) including trenching and refilling earth etc. 100mm dia nominal bore. | BI01010001010000000000000515BI0100001114 | 45 | Mtr |
| 4 | 4 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. '---------------------- do --------------- 100mm\nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | BI01010001010000000000000515BI0100001115 | 2 | No |
| 5 | 5 | Providing of all size CI Flanged Special like Tees, Bends, Reducers and Enlargers as per IS: 1538-1993 (amended up to date) requiring for laying, testing and commissioning of AC Pipe line as per Technical Specifications and as per direction of Engineer. | BI01010001010000000000000515BI0100001116 | 100 | Kg |
| 6 | 6 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001117 | 5.5 | Cum |
| 7 | 7 | Providing Laying and Jointing of Raw Water Carrying Pipe Line 350 mm dia AC CL-15 From Outlet | BI01010001010000000000000515BI0100001118 | ||
| 8 | 8 | Providing, lowering, laying and jointing in trenches, standard lengths ISi marked AC pressure pipe class 15 manufactured by MAZZA process as per lS-1592-2003 or amended upto date with AC coupling and EPDM Rubber sealing rings of Type -3 as per IS: 5382/1985 (Reaffirmed 1998) or amended up to date, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, labour and material, satisfactory hydraulic testing etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work and specials)\nNote: These pipes shall only be used for raw water conveyance main from Canal oulet to raw water reservoirs and interconnection works. 350 mm dia CL-15 | BI01010001010000000000000515BI0100001119 | 870 | Mtr. |
| 9 | 9 | Excavating trenches of required width as per size of pipes, including excavation for sockets and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil and then returning the soil as required in layers not exceeding 20 Cm in depth including consolidating each deposited layer by ramming and watering etc. and disposing of surplus excavated soil as directed within a lead of 50 Mtr.Hard soil (Clay soil) | BI01010001010000000000000515BI0100001120 | 980 | Cum |
| 10 | 10 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. | BI01010001010000000000000515BI0100001121 | 40 | Cum |
| 11 | 11 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001122 | 100 | Sqm |
| 12 | 12 | Add Extra for every additional lead upto 500 Mtr. Carriege for bricks | BI01010001010000000000000515BI0100001123 | 2000 | 1000 Nos. |
| 13 | 13 | Add Extra for every additional lead upto 1000 Mtr. Carriege for bricks | BI01010001010000000000000515BI0100001124 | 1000 | 1000 Nos. |
| 14 | 14 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. In cement mortar. | BI01010001010000000000000515BI0100001125 | 38.5 | Cum |
| 15 | 15 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix. 1: 4: 8 or leaner mix. | BI01010001010000000000000515BI0100001126 | 21.5 | Cum |
| 16 | 16 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | BI01010001010000000000000515BI0100001127 | 17.4 | Cum |
| 17 | 17 | Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with River sand complete. (Old Bricks to be used) | BI01010001010000000000000515BI0100001128 | 100 | Sqm |
| 18 | 18 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 meters (stacks of cleaned bricks shall be measured): From brick work in cement mortar. | BI01010001010000000000000515BI0100001129 | 3000 | Nos. |
| 19 | 19 | Part 'B' Intermediate chamber for Inlet channel | BI01010001010000000000000515BI0100001130 | ||
| 20 | 20 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001131 | 18 | Cum |
| 21 | 21 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001132 | 1.5 | Cum |
| 22 | 22 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001133 | 9 | Cum |
| 23 | 23 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001134 | 32 | Sqm |
| 24 | 24 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001135 | 1.2 | Cum |
| 25 | 25 | Part 'C' Masonary Silt Chamber | BI01010001010000000000000515BI0100001136 | ||
| 26 | 26 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001137 | 15 | Cum |
| 27 | 27 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001138 | 1 | Cum |
| 28 | 28 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001139 | 8 | Cum |
| 29 | 29 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001140 | 80 | Sqm |
| 30 | 30 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001141 | 0.6 | Cum |
| 31 | 31 | Construction of Sedimentation cum Storage Tank 3150 KL (36*22) | BI01010001010000000000000515BI0100001142 | ||
| 32 | 32 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001143 | 40 | Cum |
| 33 | 33 | Earth work excavation for Sedimentation cum storage tank including disposal of excavated earth to be disposed outside of head works boundary. If earth is to be disposed at more than 200 M distance than distance separate payment for each lead beyond 200M distance will be payable as per PWD BSR effective from 01.01.2005. Disposed earth to be leveled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Earth work to be carried out by means of mechanical system i.e. “Tractor craw” are any other mechanical system. No extra payment shall be made for lift of any limit. This work also involves dressing of sides and bottom of lining purposed which is be done manually, slope of sides is to be maintained as per specification and drawing. | BI01010001010000000000000515BI0100001144 | 3850 | Cum |
| 34 | 34 | Add :- Extra for every additional lead up to 500 Mtr. | BI01010001010000000000000515BI0100001145 | 3850 | Cum |
| 35 | 35 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001146 | 12 | Cum |
| 36 | 36 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001147 | 60 | Cum |
| 37 | 37 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001148 | 30 | Cum |
| 38 | 38 | “Preparing surface leveled and dressed to proper slope and lying over it tibba sand properly rammed and watered in to layers of 5cm each. Providing & lying ISI marked 250 micron LDPE film as per ISS : 2508-1984 including interlocking by using thermal welding or ultrasonic welding are sealing tapes on the finished surface compacted tibba sand. LDPE film to be anchored in parapet/Toe wall or any other structure etc as per direction. Over the LDPE film 15mm thick cement bajri mortar 1:3 shall be provided & laid. Over this mortar single layer Ist class flat brick lining in cement bajri mortar 1:3 shall be provided with joints not more than 8mm wide. It includes providing weedicides and anti-termite treatment as per specification “ and curing. Measurement of lining area will be payable. (Film used in anchoring is not payable) | BI01010001010000000000000515BI0100001149 | 1150 | Sqm |
| 39 | 39 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . | BI01010001010000000000000515BI0100001150 | 250 | Sqm |
| 40 | 40 | Providing and Fixing of PVC float arm with PVC flexible hose pipe 7.5 Mtr long and 150 mm dia. This also included tail pieces 150 mm dia on pipe's side and tail piece of required shape and 150 mm dia as hose pipe end for fixing float arm. All material should be confirming to relevant IS code. PVC float should be of capacity 100 Ltr. minimum. This job also includes dismantling of old system from storage tank. supply and fixing complete work in all respect. | BI01010001010000000000000515BI0100001151 | 1 | Job |
| 41 | 41 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001152 | 350 | Sqm |
| 42 | 42 | PART 'B' INTER CONNECTION SUMP WELL TO STORAGE TANK | BI01010001010000000000000515BI0100001153 | ||
| 43 | 43 | Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and di rection of Engineer-in-charge of following class and diameter. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. 160 mm | BI01010001010000000000000515BI0100001154 | 105 | mtr |
| 44 | 44 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. | BI01010001010000000000000515BI0100001155 | 150 | Cum |
| 45 | 45 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.150 mm | BI01010001010000000000000515BI0100001156 | 1 | Each |
| 46 | 46 | Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specification of concerned IS Code 210-1978 (IS 1538:1993) and as per direction of Engineer:- 150 mm dia | BI01010001010000000000000515BI0100001157 | 1 | Each |
| 47 | 47 | Part 'C' Sumpwell | BI01010001010000000000000515BI0100001158 | ||
| 48 | 48 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001159 | 45 | Cum |
| 49 | 49 | Add extra over item No.18 for every additional lift upto 1.5M or part there of in all kind of soil. | BI01010001010000000000000515BI0100001160 | 8.8 | Cum |
| 50 | 50 | Add extra over item No.18 for every additional lift upto 1.5M or part there of in all kind of soil. | BI01010001010000000000000515BI0100001161 | 8.8 | Cum |
| 51 | 51 | Add extra over item No.18 for every additional lift upto 1.5M or part there of in all kind of soil. | BI01010001010000000000000515BI0100001162 | 7.35 | Cum |
| 52 | 52 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001163 | 0.9 | Cum |
| 53 | 53 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001164 | 0.2 | Cum |
| 54 | 54 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001165 | 11.3 | Cum |
| 55 | 55 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001166 | 65 | Sqm |
| 56 | 56 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: | BI01010001010000000000000515BI0100001167 | 75 | Kg |
| 57 | 57 | Providing, Laying, Jointing & Commissioning of Rising Mains Pipe Line | BI01010001010000000000000515BI0100001168 | ||
| 58 | 58 | Providing , supplying, lowering and laying instandard lengths HDPE PE-80 PN-6 pipes conforming to IS 4984 :1995 with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ Compression fitting joint or flanged joint and specials jointing pipes by butt fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, stacking the same in closed shade duly protecting from sunrays and rains, including cost of labour and material, specials tee, bends etc., satisfactory hydraulic testing etc., complete as per technical speciafications and directions of Engineer-In-Charge (excluding earthwork) PE-80/PN-6, for internal village distribution network\n140 mm | BI01010001010000000000000515BI0100001169 | 2600 | Mtr. |
| 59 | 59 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | BI01010001010000000000000515BI0100001170 | 2600 | Mtr. |
| 60 | 60 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. 125mm | BI01010001010000000000000515BI0100001171 | 2 | Each |
| 61 | 61 | Part B "Bulk Meeter" | BI01010001010000000000000515BI0100001172 | ||
| 62 | 62 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 65 mm dia | BI01010001010000000000000515BI0100001173 | 4 | No |
| 63 | 63 | Part C VTC | BI01010001010000000000000515BI0100001174 | ||
| 64 | 64 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001175 | 31.5576 | Cum |
| 65 | 65 | Providing and laying cement concrete inclusing curring compaction etc. complete using stone aggregate 20mm nominal size in foundation, plinth excluding the cost of shuttering using 1 cement : 4 send :8 aggregate mix(Without vibrator). | BI01010001010000000000000515BI0100001176 | 2.3145 | Cum |
| 66 | 66 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001177 | 37.012 | Cum |
| 67 | 67 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .50mm thick. | BI01010001010000000000000515BI0100001178 | 13.972 | sqm |
| 68 | 68 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001179 | 7.268 | Cum |
| 69 | 69 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.\nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001180 | 29.498 | Cum |
| 70 | 70 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Cold twisted deformed bars (IS : 1786). | BI01010001010000000000000515BI0100001181 | 309.48 | Kg |
| 71 | 71 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. | BI01010001010000000000000515BI0100001182 | 23.133 | Sqm |
| 72 | 72 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 12mm thick. | BI01010001010000000000000515BI0100001183 | 245.312 | Sqm |
| 73 | 73 | Finishing with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade on new work { three or more coats } | BI01010001010000000000000515BI0100001184 | 245.312 | Sqm |
| 74 | 74 | Providing precast cc jali nominal mix 1:2:4 reinforced with 1.6 mm dia m.s. wire including centering, shuttering, roughening, cleaning, fixing & finishing in cement mortar 1:3 etc. complete as per approved design excluding plastering of jambs, sills & soffits, upto floor three level:40 mm thick. | BI01010001010000000000000515BI0100001185 | 0.36 | sqm |
| 75 | 75 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: | BI01010001010000000000000515BI0100001186 | 100 | Kg |
| 76 | 76 | Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint | BI01010001010000000000000515BI0100001187 | 6 | sqm |
| 77 | 77 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001188 | 120 | Kg |
| 78 | 78 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. | BI01010001010000000000000515BI0100001189 | 6.78 | sqm |
| 79 | 79 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001190 | 5.2 | Cum |
| 80 | 80 | Providing and laying cement concrete inclusing curring compaction etc. complete using stone aggregate 20mm nominal size in foundation, plinth excluding the cost of shuttering using 1 cement : 4 send :8 aggregate mix(Without vibrator). | BI01010001010000000000000515BI0100001191 | 0.244 | Cum |
| 81 | 81 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | BI01010001010000000000000515BI0100001192 | 100 | kg |
| 82 | 82 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001193 | 2.8 | Cum |
| 83 | 83 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001194 | 1.2 | Cum |
| 84 | 84 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.Columns, pillars, posts and struts etc. | BI01010001010000000000000515BI0100001195 | 28 | Sqm |
| 85 | 85 | P & F G.I. Pipes with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :-\n( External Work ) Medium Duty Pipes 50mm dia nominal bore | BI01010001010000000000000515BI0100001196 | 16 | Mtr |
| 86 | 86 | Clamps and M.S. stays including bolts and nuts for 50 mm pipe | BI01010001010000000000000515BI0100001197 | 4 | Each |
| 87 | 87 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. | BI01010001010000000000000515BI0100001198 | 4 | Each |
| 88 | 88 | Providing Fitting & Fixing of Pumpset | BI01010001010000000000000515BI0100001199 | ||
| 89 | 89 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. 5.0 HP | BI01010001010000000000000515BI0100001200 | 2 | Set |
| 90 | 90 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee.550 LPM 40 meter Head 10 HP | BI01010001010000000000000515BI0100001201 | 2 | Set |
| 91 | 91 | Providing and fixing double flanged ISI marked GI pipes (external works) with GI fittings excluding valves (IS:1239 mark) and MS clamps, as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing\nclamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 80 mm | BI01010001010000000000000515BI0100001202 | 48 | Mtr |
| 92 | 92 | Providing and fixing double flanged ISI marked GI pipes (external works) with GI fittings excluding valves (IS:1239 mark) and MS clamps, as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing\nclamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 100 mm | BI01010001010000000000000515BI0100001203 | 60 | Mtr |
| 93 | 93 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.80 mm | BI01010001010000000000000515BI0100001204 | 4 | Each |
| 94 | 94 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. '---------------------- do --------------- 100mm\nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | BI01010001010000000000000515BI0100001205 | 4 | Each |
| 95 | 95 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per approved make complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm) 100 mm dia | BI01010001010000000000000515BI0100001206 | 4 | Each |
| 96 | 96 | Providing of all size CI Flanged Special like Tees, Bends, Reducers and Enlargers as per IS: 1538-1993 (amended up to date) requiring for laying, testing and commissioning of AC Pipe line as per Technical Specifications and as per direction of Engineer. | BI01010001010000000000000515BI0100001207 | 350 | Kg |
| 97 | 97 | Structural Steel work welded in built up section, trusses and frame work including cutting, hoisting, fixing, fixing in position and applying a priming coat of approved steel primer upto 4.5 Mtr. Hight above plinth level in RS Joists, flats, tees, angles & channels | BI01010001010000000000000515BI0100001208 | 250 | Kg |
| 98 | 98 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.80 mm dia | BI01010001010000000000000515BI0100001209 | 4 | Each |
| 99 | 99 | Providing, installation, testing and commissioning of Mono block Vacuum pump set with base plate including C.C. foundation / cross channels / RSJ frame and foundation bolts etc complete in all respect as per specification, scope of work and direction of Engineer in Charge.3 HP, three Ph | BI01010001010000000000000515BI0100001210 | 2 | Each |
| 100 | 100 | Supply of 50mm dia G.I. medium class pipe (each length 5.8 m to 6.0 m) tripod as per drawing and design with chain pulley of 3 Mt. capacity. | BI01010001010000000000000515BI0100001211 | 1 | Each |
| 101 | 101 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001212 | 5.2 | Cum |
| 102 | 102 | Providing, Installation and Commissioning of Electric Composit Panel Board | BI01010001010000000000000515BI0100001213 | ||
| 103 | 103 | SITC of wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel made out of CRCA sheet , required hardware ,duly treated for derusting in 7 tank process with dephosphating and with powder coating on both side of panel in desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness , separate detachable gland plate M.S. base channel ,hinged door with locking arrangement for equipment/switchgear . Thickness of sheet shall not be less than 1.6 mm up to 600 mm length / width of any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with / without detachable extension type structure. (only outer area on all sides shall be measured & panel to be fabricated from CPRI approved fabricator) | BI01010001010000000000000515BI0100001214 | 10 | Sqm |
| 104 | 104 | Supplying and fixing of Aluminium / Copper bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending, cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. Electrolytic grade Aluminium bus bar | BI01010001010000000000000515BI0100001215 | 10 | Kg |
| 105 | 105 | SITC of quick make and quick break 4 POLE current limiting MCCB having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings and conforming to IS 60947-2 / IEC 60947-2 with front face and centralised adjustable, line load interchangeability, having positive isolation capability, provision for UVR , shunt trip ,earth fault trip, push ( test ) to trip , including making connections with lugs & spreaders, etc. as required.With Thermal Magnetic release up to 100 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu | BI01010001010000000000000515BI0100001216 | 5 | Nos |
| 106 | 106 | 200 Amp , 25/35kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu | BI01010001010000000000000515BI0100001217 | 1 | Nos |
| 107 | 107 | Providing and fixing of three pole power Contactor confirming to IS 13947-4-1 IEC 60947-4-1. Standard coil voltage 110, 240, 415, 440V 50 Hz as per ISI marked/approved make L&T, GIC, ABB. Simenes Contactor AC3 rating (415) 40 Amp Motor output 3 phase 30 HP | BI01010001010000000000000515BI0100001218 | 6 | Nos |
| 108 | 108 | P & F thermal over load relay with built in single phase protection and having at least 1NO & 1NC contacts, manual /auto reset facility including making connection testing etc. as required. Up to31 to 40 Amp | BI01010001010000000000000515BI0100001219 | 5 | Nos |
| 109 | 109 | SF of selector switch of 10 A for voltmeter (4 position ) including making connection etc. as required . | BI01010001010000000000000515BI0100001220 | 1 | Nos |
| 110 | 110 | SF of CT linked selector switch of 10 A for Ampere meter (4 position ) including making connection etc. as required . | BI01010001010000000000000515BI0100001221 | 5 | Nos |
| 111 | 111 | SF of 110/220 V, LED (22.5 mm dia ) Indicating lamp with integral circuit, terminal block, including connection etc. as required. Red/yellow/Green colour | BI01010001010000000000000515BI0100001222 | 17 | Nos |
| 112 | 112 | P & F push button actuators and integral contact block of dia. 22.5 mm including making connection etc. as required. Luminous type Red , Yellow, Green, Amber | BI01010001010000000000000515BI0100001223 | 8 | Nos |
| 113 | 113 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 25 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. | BI01010001010000000000000515BI0100001224 | 1 | Set |
| 114 | 114 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. 10 SWG copper. Wire | BI01010001010000000000000515BI0100001225 | 5 | Mtr. |
| 115 | 115 | SF of (0-500) V range Volt meter on existing panel , making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type | BI01010001010000000000000515BI0100001226 | 1 | Nos |
| 116 | 116 | SF of CT operated direct reading type Ampere meter on existing panel , making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type Below 500 A | BI01010001010000000000000515BI0100001227 | 5 | Nos |
| 117 | 117 | SF of Current Transformer , with all necessary support in existing panel including connection etc. as required. up to 150 / 5 Ratio , 5 VA , class 1 accuracy | BI01010001010000000000000515BI0100001228 | 13 | Nos |
| 118 | 118 | from 200 / 5 to 400/5 Ratio , 10 VA , class 1 accuracy | BI01010001010000000000000515BI0100001229 | 3 | Nos |
| 119 | 119 | P&F of RCBO with overload, short-circuit and earth leakage protection ISI marked (IS12640)/ conforming to IEC 61009/1 complete in all respect including making connections, testing etc. as required. Two pole 100/300mA sensitivity 16 A rating | BI01010001010000000000000515BI0100001230 | 4 | Nos |
| 120 | 120 | P&F 240/415 V Residual current circuit breaker conforming to IS:12640:1988/ IEC 61008 on existing board/sheet including making connections, testing etc. as required Two pole 30 mA sensitivity 25 A rating | BI01010001010000000000000515BI0100001231 | 4 | Nos |
| 121 | 121 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. 1 x 1.5 sq.mm | BI01010001010000000000000515BI0100001232 | 100 | Mtr. |
| 122 | 122 | 1 x 2.5 sq.mm | BI01010001010000000000000515BI0100001233 | 25 | Mtr. |
| 123 | 123 | 1 x 4.0 sq.mm | BI01010001010000000000000515BI0100001234 | 30 | Mtr. |
| 124 | 124 | 1 x 6.0 sq.mm | BI01010001010000000000000515BI0100001235 | 30 | Mtr. |
| 125 | 125 | Supply and laying PVC insulator submersible cable 3 core copper conductor of superior quality making connection etc in the following size as per related code, ISI Marked. Size 4.0 Sq. mm | BI01010001010000000000000515BI0100001236 | 40 | Mtr. |
| 126 | 126 | Size 6.0 Sq. mm | BI01010001010000000000000515BI0100001237 | 50 | Mtr. |
| 127 | 127 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty Copper lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. 2 x 2.5 sq.mm | BI01010001010000000000000515BI0100001238 | 150 | Nos |
| 128 | 128 | 2 x 4.0 sq.mm | BI01010001010000000000000515BI0100001239 | 50 | Nos |
| 129 | 129 | 2 x 6.0 sq.mm | BI01010001010000000000000515BI0100001240 | 50 | Nos |
| 130 | 130 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. Single pole MCB 0.5 A to 5 A rating | BI01010001010000000000000515BI0100001241 | 7 | Nos |
| 131 | 131 | 6 A to 32 A rating | BI01010001010000000000000515BI0100001242 | 4 | Nos |
| 132 | 132 | Double pole MCB 6 A to 32 A rating | BI01010001010000000000000515BI0100001243 | 2 | Nos |
| 133 | 133 | Triple pole MCB 6 A to 32 A rating | BI01010001010000000000000515BI0100001244 | 6 | Nos |
| 134 | 134 | SITC of microprocessor based three phase sensing power factor correction relay having following sensing capacity secondary current , self analysing auto c/k setting according to targeted power factor setting, the relay shall have digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multi parameter like KW, KVA, KVAR, metering facility as required. 6 to 8 stage sensitivity up to 50 milli Amp | BI01010001010000000000000515BI0100001245 | 1 | Nos |
| 135 | 135 | P & F of 440 Volt 3 pole capacitor (AC 6 B ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current , conforming to IS:13947-4-1/IEC:947-4-1, Din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank. 7 to 10 KVAR | BI01010001010000000000000515BI0100001246 | 6 | Nos |
| 136 | 136 | SITC of self healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR . including making connections with suitable capacity conductors/cables testing etc. as required. Heavy duty Three phase 440 V , 50 Hz capacitor (Bank) | BI01010001010000000000000515BI0100001247 | 50 | kVAR |
| 137 | 137 | Providing and fixing of Timer as per ISI marked/approved make L&T, GIC, ABB. Simenes Electronic Timer 240/360 volt 415 Hz for 3 to 10sec./9 to 30sec./30 to 120sec | BI01010001010000000000000515BI0100001248 | 4 | Nos |
| 138 | 138 | Single phase Prevantor with automatic approved make L&T, Simenes, Vishnu. | BI01010001010000000000000515BI0100001249 | 4 | Nos |
| 139 | 139 | P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 70.0 Sq.mm 3.5 core | BI01010001010000000000000515BI0100001250 | 50 | Mtr. |
| 140 | 140 | Provision of SSF 1*12.00 Mtr. Dia Part- "A" - RCC Work | BI01010001010000000000000515BI0100001251 | ||
| 141 | 141 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001252 | 90.972 | Cum |
| 142 | 142 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001253 | 9.063 | Cum |
| 143 | 143 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001254 | 26.505 | Cum |
| 144 | 144 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Cold twisted deformed bars (IS : 1786). | BI01010001010000000000000515BI0100001255 | 4343.4 | Kg |
| 145 | 145 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. \nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001256 | 35.2602 | Cum |
| 146 | 146 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001257 | 22.23 | Cum |
| 147 | 147 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.\nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001258 | 6.156 | Cum |
| 148 | 148 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | BI01010001010000000000000515BI0100001259 | 218.88 | Sqm |
| 149 | 149 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and string course. | BI01010001010000000000000515BI0100001260 | 273.6 | Sqm |
| 150 | 150 | Add extra for shuttering in circular work in plan abive dia 10 mtr. | BI01010001010000000000000515BI0100001261 | 260.946 | Sqm |
| 151 | 151 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | BI01010001010000000000000515BI0100001262 | 44.46 | Sqm |
| 152 | 152 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001263 | 1.71 | Cum |
| 153 | 153 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . | BI01010001010000000000000515BI0100001264 | 17.1 | Sqm |
| 154 | 154 | Providing, Laying, Jointing and Commissioning of pipeline UPVC Class-3 6 Kg. Per/Cm2 Pressure pipe with PVC Specials, C.I. Specials, C.I. Sluice Wall, C.I. Detachable Joints etc. complete in all respect as per detailed Specification. UPVC- 6 Kg per/cm2 class-3- 90 mm Ø | BI01010001010000000000000515BI0100001265 | 427.5 | RM |
| 155 | 155 | UPVC- 6 Kg per/cm2 class-3- 160 mm Ø | BI01010001010000000000000515BI0100001266 | 85.5 | RM |
| 156 | 156 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.:\nPipes cables etc. not exceeding 80mm dia | BI01010001010000000000000515BI0100001267 | 85.5 | RM |
| 157 | 157 | Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. | BI01010001010000000000000515BI0100001268 | 85.5 | RM |
| 158 | 158 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.100 | BI01010001010000000000000515BI0100001269 | 3.42 | Each |
| 159 | 159 | 150mm dia PN-1.0 | BI01010001010000000000000515BI0100001270 | 3.42 | Each |
| 160 | 160 | Providing and fixing in postion CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer. 80mm dia. | BI01010001010000000000000515BI0100001271 | 3.42 | Each |
| 161 | 161 | 150 mm dia. | BI01010001010000000000000515BI0100001272 | 3.42 | Each |
| 162 | 162 | Finishing walls with water proofing cement paint of required shade including all scaffolding. : New work (Two or more coats applied @ 3.84 kg/10 sqm). | BI01010001010000000000000515BI0100001273 | 213.75 | Sqm |
| 163 | 163 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001274 | 342 | Kg |
| 164 | 164 | Part- :- "B" Filter Media | BI01010001010000000000000515BI0100001275 | ||
| 165 | 165 | Supply and charging of filter media (Gravel) as per department specification including screaming, washing with 5% HCL solution to make Gragel (Size 4 to 6mm, 8 to 12mm, 10 to 20mm - Hard Coarse Randhisar grit) free from silt, clay and other all imputries work to be executed as per scope of work fixed by the department at the time of tendering. a. Hard course Randhisar Grit ( 8 to 12 mm ) 8 cm thick | BI01010001010000000000000515BI0100001276 | 16 | Cum |
| 166 | 166 | b. Hard course Randhisar Grit ( 4 to 6 mm ) 7 cm thick | BI01010001010000000000000515BI0100001277 | 11 | Cum |
| 167 | 167 | c. Course sand ( 1.00 to 1.7 mm ) 10 cm thick | BI01010001010000000000000515BI0100001278 | 11 | Cum |
| 168 | 168 | Providing and Placing of new filter media as (i) Sand shall be hard and resistant quartz or quartzite and free of clay, fine particles, soft grains and dirt of any description. (ii) Effective size shall be 0.20 to 0.30 mm. (iii) Uniformity Coefficient not be more than 5.0 nor less than 3.0. (iv) Ignition loss should not exceed 0.70% by weight. (v) Soluble fraction in HCL acid shall not exceed 7.0% by weight, (vi) Silica content should not be less than 95% (vii) Specific Gravity shall be in the range between 2.55 to 2.65 (viii) Wearing loss shall not exceed 3.0%. and as per specifications given in IS: 8419 (Part-I). (ix) The sand should not contain more than 2% of calcium and manganese calculated as carbonate. Filter media (fine sand and coarse sand) should be processed through. Disindicator and dust seperator in automatic plant including screening of sand to desired. Specification and washing and cleaning of sand with water by aqua wash technology at quarry site. The sand shall not contain more than 5% acid soluble matter as determined by solubility test in Appendix B of IS: 8419 (Part-I) (Fine sand 0.2 to 0.3mm and coarse sand 1.0 to 1.7mm) Fine sand free from impurities & silt contents not more than 5 % ( 0.2 to 0.30 mm ) 100 cm thick | BI01010001010000000000000515BI0100001279 | 113 | Cum |
| 169 | 169 | Making 4mm dia hole in pipes of under drainage system of filters duly drilled. Carriage of pipe from stacks to filter site, making two per rows on pipe and points of making holes in Zig-Zag pattern in two hold raw. Making 4mm dia holes with drill machine @ 15cm | BI01010001010000000000000515BI0100001280 | 715 | Each |
| 170 | 170 | Fixing of pipes for under drainge system including plugging pipes with CM 1:4 on one end and fixing other end in collecting channel with CM 1:4 with all Material etc.(Excl.cost of pipes) This job, also, includes Making 4mm dia holes in pipes @15 cm c/c in zig-zag patternhis and testing of under drainage system as per instruction of Engineer-in-charge. | BI01010001010000000000000515BI0100001281 | 125 | RM |
| 171 | 171 | Part - "C" Construction of Clear Water chamber, Filter media washing Platform | BI01010001010000000000000515BI0100001282 | ||
| 172 | 172 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001283 | 34.2 | Cum |
| 173 | 173 | P/L cement concrete complete including curing compaction etc. using stone aggregate 40 mm nominal size in found. & plinth using mix 1 : 5 : 10 excluding the cost of shuttering | BI01010001010000000000000515BI0100001284 | 6.327 | Cum |
| 174 | 174 | Brick masonry in foundation and plinth with bricks of class designation 75 in Cm 1 :4 | BI01010001010000000000000515BI0100001285 | 26.505 | Cum |
| 175 | 175 | Providing and fixing 1st quaility white Glazed Tiles of approved make and size (Somani. Johnson, etc,) 5 mm thick in walls, floor, steps, pillars etc. laid on a bed of neat cement surry finished with flash pointing in white cement (Execluding cost of cement plaster) | BI01010001010000000000000515BI0100001286 | 68.4 | Sqm. |
| 176 | 176 | Plaster on new surface on walls in cement sand mortar 1 : 4 including racking of joints etc. complete fine finished 12 mm thick | BI01010001010000000000000515BI0100001287 | 171 | Sqm |
| 177 | 177 | P/L cement concrete complete including curing compaction etc. using stone aggregate 20 mm nominal size in found. & plinth using mix 1 : 2 : 4 excluding the cost of shuttering | BI01010001010000000000000515BI0100001288 | 3.42 | Cum |
| 178 | 178 | Add extra if finished with a floating coat of neat cement including cement slurry etc. | BI01010001010000000000000515BI0100001289 | 89.604 | Sqm |
| 179 | 179 | Finishing with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade on new work { three or more coats } | BI01010001010000000000000515BI0100001290 | 171 | Sqm |
| 180 | 180 | P/F "V" nocth 90 degree made of brass stirrups as per deppt. Specifications | BI01010001010000000000000515BI0100001291 | 3.42 | Nos |
| 181 | 181 | Rejuvenation of SSF's | BI01010001010000000000000515BI0100001292 | ||
| 182 | 182 | Providing and Placing of new filter media as (i) Sand shall be hard and resistant quartz or quartzite and free of clay, fine particles, soft grains and dirt of any description. (ii) Effective size shall be 0.20 to 0.30 mm. (iii) Uniformity Coefficient not be more than 5.0 nor less than 3.0. (iv) Ignition loss should not exceed 0.70% by weight. (v) Soluble fraction in HCL acid shall not exceed 7.0% by weight, (vi) Silica content should not be less than 95% (vii) Specific Gravity shall be in the range between 2.55 to 2.65 (viii) Wearing loss shall not exceed 3.0%. and as per specifications given in IS: 8419 (Part-I). (ix) The sand should not contain more than 2% of calcium and manganese calculated as carbonate. Filter media (fine sand and coarse sand) should be processed through. Disindicator and dust seperator in automatic plant including screening of sand to desired. Specification and washing and cleaning of sand with water by aqua wash technology at quarry site. The sand shall not contain more than 5% acid soluble matter as determined by solubility test in Appendix B of IS: 8419 (Part-I) (Fine sand 0.2 to 0.3mm and coarse sand 1.0 to 1.7mm) | BI01010001010000000000000515BI0100001293 | 196.25 | P.Cum. |
| 183 | 183 | Removing & Re-fixing of pipes for under drainge system including cleaning of one end plugged pipes and fixing /embeded in CM 1:4 on one end and fixing other end in collecting channel with CM 1:4 with all Material etc.(Excl.cost of pipes) This job, also, includes Making 4mm dia holes if required in pipes @15 cm c/c in zig-zag pattern\n | BI01010001010000000000000515BI0100001294 | 400 | P. Meter |
| 184 | 184 | Labour charges for screening of old sand (received from filter beds) through the standard sieves, washing the sand with HCL acid of required concentration as directed by the Engineer- In- Charge, so as to remove all the mud and other deposits from sand grains and then clean with water till the sand is as neat and clean that it impart no colour to clean while washing. It also includes placing this washed filter media (sand) in filter beds in layer as instructed by the Engineer- In- Charge. (RGF, SSF) | BI01010001010000000000000515BI0100001295 | 20 | P.Cum |
| 185 | 185 | Labour charges for screening of old gravel (received from filter beds) through the standard diffrent sizes sieves for required sizes of gravel, washing the gravel with HCL acid of required concentration as directed by the Engineer- In- Charge, so as to remove all the mud and other deposits from gravel grains and then clean with water till the gravel is as neat and clean that it impart no colour to clean while washing. It also includes placing this washed gravel in filter beds in layer as instructed by the Engineer- In- Charge. (RGF, SSF) | BI01010001010000000000000515BI0100001296 | 30 | P.Cum |
| 186 | 186 | Removing of sluice valve in existing distribution pipe line and repair of pipe complete as required in existing system of pipe line:- 125 mm to 150mm | BI01010001010000000000000515BI0100001297 | 4 | Nos |
| 187 | 187 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. 150 | BI01010001010000000000000515BI0100001298 | 6 | Nos |
| 188 | 188 | ………..do……………80mm | BI01010001010000000000000515BI0100001299 | 6 | Nos |
| 189 | 189 | Providing of all size CI Plane Ended Special like Tees, Bends, Reducers, Enlargers, Plugs and Tail Pieces as per IS: 5531- 1988 (amended up to date- For CI Plane Ended Specials)requiring for laying, testing and commissioning of AC Pipe line as per Technical Specifications and as per direction of Engineer. | BI01010001010000000000000515BI0100001300 | 150 | Kg |
| 190 | 190 | Demolishing brick work including stacking of serviceable material and disposal of U/S material within 50m lead (B/W in cement mortar) | BI01010001010000000000000515BI0100001301 | 10 | Cum. |
| 191 | 191 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001302 | 10 | Cum. |
| 192 | 192 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finished 12mm thick. One coat | BI01010001010000000000000515BI0100001303 | 80 | Sqm. |
| 193 | 193 | Providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. All work up to plinth level : 1:1:2 (1-Cement:1-Coarse sand:2-graded stone aggregate 20 mm nominal size) M- 25. | BI01010001010000000000000515BI0100001304 | 7 | Cum. |
| 194 | 194 | Providing and fixing Ist quality standard White/Ivory Glazed Tiles ISI marked (IS:13753) of size 300mmx200mm (or any other)in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).Category-I Kajaria, Jhonson, Orient, Somani make etc. | BI01010001010000000000000515BI0100001305 | 50 | Sqm |
| 195 | 195 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Three or more coats). | BI01010001010000000000000515BI0100001306 | 250 | Sqm |
| 196 | 196 | Construction of PTU | BI01010001010000000000000515BI0100001307 | ||
| 197 | 197 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms , lift upto 1.50mtr. Including taking out the excavated soil and depositing and refilling the jhiri with watering and rammingand disposal of surplus soil as directed within a lead of 50 mtr. in Hard soil | BI01010001010000000000000515BI0100001308 | 45 | Cum |
| 198 | 198 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001309 | 10 | Cum |
| 199 | 199 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001310 | 11 | Cum |
| 200 | 200 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.\nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001311 | 32 | Cum |
| 201 | 201 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | BI01010001010000000000000515BI0100001312 | 2850 | Kg |
| 202 | 202 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | BI01010001010000000000000515BI0100001313 | 25 | Sqm |
| 203 | 203 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Walls (any thickness) including attached pilasters, buttresses plinth and string course. | BI01010001010000000000000515BI0100001314 | 300 | Sqm |
| 204 | 204 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | BI01010001010000000000000515BI0100001315 | 70 | Sqm |
| 205 | 205 | Supply & fixing of stainless steel pipe railing, railing height, 90 cm. with 40 mm dia stainless steel pipe with 18 gauge with drop (vertical post) at 90 cm. C/C and intermidiate horizontal pipe with suitable height of same size and gauge with coupling, grinding and polishing & fix of master pieces as per required point as per approved design of Engineer incharge. | BI01010001010000000000000515BI0100001316 | 45 | RM |
| 206 | 206 | Structural steel work in single section fixed without connecting plate including cutting,hoisting,fixing in position and applying a coat of appd . Primer copmlete above plinth level | BI01010001010000000000000515BI0100001317 | 150 | Kg |
| 207 | 207 | Providing of all size CI Plane Ended Special like Tees, Bends, Reducers, Enlargers, Plugs and Tail Pieces as per IS: 5531- 1988 (amended up to date- For CI Plane Ended Specials)requiring for laying, testing and commissioning of AC Pipe line as per Technical Specifications and as per direction of Engineer. | BI01010001010000000000000515BI0100001318 | 120 | Kg |
| 208 | 208 | Providing of all size CI Flanged Special like Tees, Bends, Reducers and Enlargers as per IS: 1538-1993 (amended up to date) requiring for laying, testing and commissioning of AC Pipe line as per Technical Specifications and as per direction of Engineer. | BI01010001010000000000000515BI0100001319 | 100 | Kg |
| 209 | 209 | Providing, Fabrication of Mild Steel Plane Ended/Flanged Specials like Tees, Bends, Reducers, Enlargers, Plugs, Tail Pieces and Blank Flange made from MS pipes, MS sheet strip and MS Sheet of required sizes by welding, cutting and treading as per site conditions and as directed by the Engineer- In- Charge complete in all respect. | BI01010001010000000000000515BI0100001320 | 50 | Kg |
| 210 | 210 | Providing, Laying, Jointing and Testing of Ductile Iron (DI Spun) Pipes with socket and spigot end & tyton joint suitable for push-on-joint (Rubber gasket D jointing) with inside cement mortar lining confirming to IS 8329: 2000 (amended up to date) of Class- K-7 in as per in assorted length with specials, valves (Excluding DI/ MS Specials and Valves of any type) etc. this including the pipes, joints/ coupling etc. and other material arranged by the Contractor himself own cost carting to site. Dismantling of road surface, excavation & earth work of trenches & as per detailed specification & drawing, then jointing with rubber gaskets (DI Pipes, Rubber Gaskets and Soap Solution shall be and other material shall be arranged by the Contractor himself own cost). Cutting of pipes including testing of system, clearing of site complete job for: (The Rates are Exclusive of Earth Work and WBM/ Chap/ Cement Concrete/ Bituminious Road cutting, DI/ MS Specials and Valves of any type)- Nominal Dia. 150 mm | BI01010001010000000000000515BI0100001321 | 20 | RM |
| 211 | 211 | Providing, Laying, Jointing, Commissioning and Testing of uPVC Pipes confirming to IS 4985: 2000 (amended up to date) of Class- 3 in assorted length with uPVC specials. This includes supply of pipes, jointing material, uPVC specials and any other material required for laying of pipes including carting to site and laying of pipes in trenches then jointing with Jointing material/ Rubber Rings. This includes uPVC Special like tees, bends, reducer, enlarger, end plug cutting of pipes and making of joints etc. and testing of system, cleaning of site complete job. (Rates are Exclusive of Earth Work and WBM/ Chap/ Cement Concrete/ Bituminious Road cutting, CI Sluice Valve/ CI Specials for interconnection with other pipes, if required and including interconnection with existing pipe line, if required)- Pipes Nominal Dia.160 MM | BI01010001010000000000000515BI0100001322 | 50 | RM |
| 212 | 212 | -- do -- 110 mm Dia | BI01010001010000000000000515BI0100001323 | 45 | RM |
| 213 | 213 | Excavating trenches of required width as per size of pipes, including excavation for sockets and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil and then returning the soil as required in layers not exceeding 20 Cm in depth including consolidating each deposited layer by ramming and watering etc. and disposing of surplus excavated soil as directed within a lead of 50Mtr. | BI01010001010000000000000515BI0100001324 | 40 | Cum |
| 214 | 214 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.150 mm | BI01010001010000000000000515BI0100001325 | 6 | Each |
| 215 | 215 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.100 mm | BI01010001010000000000000515BI0100001326 | 2 | Each |
| 216 | 216 | Providing and fixing Ist quality standard White/Ivory Glazed Tiles ISI marked (IS:13753) of size 300mmx200mm (or any other)in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).Category-I Kajaria, Jhonson, Orient, Somani make etc. | BI01010001010000000000000515BI0100001327 | 20 | Sqm |
| 217 | 217 | P&F rigid PVC Pipe (IS:4985 mark) approved quality /make including joining ,15mm dia (including fittings)PPR pipes as per specifications | BI01010001010000000000000515BI0100001328 | 80 | RM |
| 218 | 218 | P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :Gun- metal 15 mm nominal bore. | BI01010001010000000000000515BI0100001329 | 2 | Each |
| 219 | 219 | P & F Gun-metal Non-return Valve or Check Valve(IS:Make) of approved make, superior quality ::Gun metal 15 mm nominal bore. | BI01010001010000000000000515BI0100001330 | 1 | Each |
| 220 | 220 | Brick masonry in foundation and plinth with bricks of class designation 75 in CM 1 : 4 | BI01010001010000000000000515BI0100001331 | 5.5 | Cum |
| 221 | 221 | Plaster on new surface on walls in cement sand mortar 1 : 4 including racking of joints etc. complete fine finished 12 mm thick | BI01010001010000000000000515BI0100001332 | 80 | Sqm |
| 222 | 222 | Painting with weather coat paint (Asin paint/I.C.I./Berger or eq. ISI make paint) two or more coat to give an even shade on new work. | BI01010001010000000000000515BI0100001333 | 30 | Sqm |
| 223 | 223 | Finishing wall with water proofing cement paint of approval brand and manufacture and or required shade to give an even shade including all scaffolding on (new work 2 or more coats). | BI01010001010000000000000515BI0100001334 | 100 | Sqm |
| 224 | 224 | Supply & Installation of Hydrofoil blade turbine type flocculator for upto 1 MLD flow, MOC SS 304, with impeller min 800mm dia, shaft 50mm, min 2.5m Long. Drive unit Geared Motor, 70:1 1440 rpm motor, IP55 class F insulation. Installation Platform min 4 m long, min 900 mm wide, size/design to suit site operational requirements (RCC or epoxy painted ISMC 125, 5mm chequered Plate, SS anchor bolts,reduction, min 180 watt, MS Galv fixing nuts bolts) | BI01010001010000000000000515BI0100001335 | 1 | Job |
| 225 | 225 | Supply and fixing of Oil / Air break Starter panel made out of sheet steel powder coated enclosure comprising of over load protection relay, short circuit & single phasing protection, ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. complete in all respect suitable for following rating motors.3.0 HP to 10.0 HP ( DOL ) | BI01010001010000000000000515BI0100001336 | 1 | Nos |
| 226 | 226 | Supply and laying PVC insulator submersible cable 3 core copper conductor of superior quality making connection etc in the following size as per related code, ISI Marked.2.50 sqmm | BI01010001010000000000000515BI0100001337 | 30 | RM |
| 227 | 227 | Provision for Miscellaneous items such as approach road, street lighting, Sign board etc. (I) ROAD- 20 Mtr | BI01010001010000000000000515BI0100001338 | ||
| 228 | 228 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001339 | 35 | Cum |
| 229 | 229 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed:\nAll kinds of soil | BI01010001010000000000000515BI0100001340 | 350 | Sqm |
| 230 | 230 | Providing and laying factory made chamfered edge Plastic coated Designer Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required Grey/Yellow/Red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 80 mm thick c.c. paver block of M-30 grade with approved color design and pattern. | BI01010001010000000000000515BI0100001341 | 350 | Sqm |
| 231 | 231 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils | BI01010001010000000000000515BI0100001342 | 26 | Cum. |
| 232 | 232 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - M15 grade Nominal Mix 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). | BI01010001010000000000000515BI0100001343 | 7 | Cum. |
| 233 | 233 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001344 | 16.15 | Cum. |
| 234 | 234 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . | BI01010001010000000000000515BI0100001345 | 125 | Sqm. |
| 235 | 235 | Finishing walls with water proofing cement paint of required shade including all scaffolding. : New work (Two or more coats applied @ 3.84 kg/10 sqm). | BI01010001010000000000000515BI0100001346 | 125 | Sqm |
| 236 | 236 | Dry brick pitching in proper bond with bricks of class designation 75. | BI01010001010000000000000515BI0100001347 | 40 | Cum |
| 237 | 237 | 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. | BI01010001010000000000000515BI0100001348 | 550 | mtr |
| 238 | 238 | (II) SIGNAGE BOARD | BI01010001010000000000000515BI0100001349 | ||
| 239 | 239 | Providing and fixing M.S. sign board size 150x90cm made of MS angle (vertical - 2 Nos. 50x50x6mm - 2.60M long horizontal angle (30x30x4mm - 1.50M long ) Iron frame and M.S. Sheet (1.25mm thick (18 gauge). This job involves fixing of board in Cement concret 1:2:4 block 30x30cm x 50cm deep. Fixing of MS sheet on frame with nut bolt, painting of complete board including frame with enamel paint of light blue color, Writing of detail of scheme with white paint as per instruction of Engineer Incharge complete job board size 150x90cm. | BI01010001010000000000000515BI0100001350 | 2 | Each |
| 240 | 240 | Providing and fixing M.S. sign board size 180x120cm made of MS angle (vertical - 2 Nos. 50x50x6mm - 2.60M long horizontal angle (30x30x4mm - 1.80M long ) Iron frame and M.S. Sheet (1.25mm thick (18 gauge). This job involves fixing of board in Cement concret 1:2:4 block 30x30cm x 50cm deep. Fixing of MS sheet on frame with nut bolt board including frame with enamel paint of light blue color, Writing of detail of scheme with white paint as per instruction of Engineer Incharge complete job board size 180x120cm | BI01010001010000000000000515BI0100001351 | 2 | Each |
| 241 | 241 | (III) ELECTRIC WORK | BI01010001010000000000000515BI0100001352 | ||
| 242 | 242 | P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with Copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.2.5 sqmm, 2 core. | BI01010001010000000000000515BI0100001353 | 500 | RM |
| 243 | 243 | P & F IP-65 / IP-66 protected LED street light luminaire on existing bracket. Fixture made from powder coated single piece pressure die cast aluminium housing with Heat dissipation fins on housing with High Power LEDs of CREE / NICHIA / OSRAM / PHILIPS make. DIffuser / Glass cover for ensuring IP65 protection for Lamp & control gear compartment, System Lumen output of 1500 - 8500 High Power LED. Integrated Driver shall be high efficiency having efficiency > 85% and in compliance to IEC standards System life of 25,000 Burning Hours with 70% of initial Lumens maintained. Fixture shall be in CE Compliance. IP - 65 Protected LED Street Light Luminaire. Group A-1 LED Street Light fixture 20-25 Watt | BI01010001010000000000000515BI0100001354 | 10 | Each |
| 244 | 244 | Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. (See Table E - 10 for specs.) 3 Mtr. | BI01010001010000000000000515BI0100001355 | 10 | Each |
| 245 | 245 | S & F of Street light bracket made out from following size of ' B ' class GI pipe with heavy duty pole clamp, Saddles suitable fastners etc. as required. 25 mm Dia. | BI01010001010000000000000515BI0100001356 | 10 | Mtr/ |
| 246 | 246 | P&F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board / sheet including making connections, testing etc. as required. Double Pole - 30/40 A rating. | BI01010001010000000000000515BI0100001357 | 10 | Nos |
| 247 | 247 | Providing, laying jointing of distribution pipe line | BI01010001010000000000000515BI0100001358 | ||
| 248 | 248 | Providing , supplying, lowering and laying instandard lengths HDPE PE-80 PN-6 pipes conforming to IS 4984 :1995 with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ Compression fitting joint or flanged joint and specials jointing pipes by butt fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, stacking the same in closed shade duly protecting from sunrays and rains, including cost of labour and material, specials tee, bends etc., satisfactory hydraulic testing etc., complete as per technical speciafications and directions of Engineer-In-Charge (excluding earthwork) PE-80/PN-6, for internal village distribution network\n75 mm | BI01010001010000000000000515BI0100001359 | 350 | RM |
| 249 | 249 | Providing , supplying, lowering and laying instandard lengths HDPE PE-80 PN-6 pipes conforming to IS 4984 :1995 with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ Compression fitting joint or flanged joint and specials jointing pipes by butt fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, stacking the same in closed shade duly protecting from sunrays and rains, including cost of labour and material, specials tee, bends etc., satisfactory hydraulic testing etc., complete as per technical speciafications and directions of Engineer-In-Charge (excluding earthwork) PE-80/PN-6, for internal village distribution network\n90 mm | BI01010001010000000000000515BI0100001360 | 4500 | RM |
| 250 | 250 | Providing , supplying, lowering and laying instandard lengths HDPE PE-80 PN-6 pipes conforming to IS 4984 :1995 with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ Compression fitting joint or flanged joint and specials jointing pipes by butt fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, stacking the same in closed shade duly protecting from sunrays and rains, including cost of labour and material, specials tee, bends etc., satisfactory hydraulic testing etc., complete as per technical speciafications and directions of Engineer-In-Charge (excluding earthwork) PE-80/PN-6, for internal village distribution network\n110 mm | BI01010001010000000000000515BI0100001361 | 650 | RM |
| 251 | 251 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | BI01010001010000000000000515BI0100001362 | 5500 | RM |
| 252 | 252 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.100 mm dia | BI01010001010000000000000515BI0100001363 | 5 | Each |
| 253 | 253 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.80 mm dia | BI01010001010000000000000515BI0100001364 | 6 | Each |
| 254 | 254 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per approved make complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)\n80 mm (PHED Circle SGNR BSR 2015) | BI01010001010000000000000515BI0100001365 | 16 | nos |
| 255 | 255 | Dismantling manually/by mechanical means including stacking of serviceable within 50 Meteres lead as per direction of Engineer-in-charge.\nWater bound macadam road (Average thickness 250mm) (PWD BSR 2019) | BI01010001010000000000000515BI0100001366 | 500 | sqm |
| 256 | 256 | Dismantling brick tiles covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. (PWD BSR 2019) | BI01010001010000000000000515BI0100001367 | 200 | sqm |
| 257 | 257 | Demolishing CC/RCC work by mechanical power driven means and stockpiling at designated locations and disposal of dismantled material upto lead of 50 meters, stacking serviceable and unserviceable material separately including cutting reinforcement bars. (PWD BSR 2019) | BI01010001010000000000000515BI0100001368 | 200 | Cum |
| 258 | 258 | Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12mm mud mortar including filling joints with river sand complete. (PWD BSR 2019) | BI01010001010000000000000515BI0100001369 | 200 | sqm |
| 259 | 259 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - M 20 grade nominal Mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) (PWD BSR 2019) | BI01010001010000000000000515BI0100001370 | 200 | Cum |
| 260 | 260 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001371 | 450 | Kg |
| 261 | 261 | Providing of all size CI Flanged Special like Tees, Bends, Reducers and Enlargers as per IS: 1538-1993 (amended up to date) requiring for laying, testing and commissioning of AC Pipe line as per Technical Specifications and as per direction of Engineer. (PHED Circle SGNR BSR 2015) | BI01010001010000000000000515BI0100001372 | 250 | Kg |
| 262 | 262 | JJM including FHTC | BI01010001010000000000000515BI0100001373 | ||
| 263 | 263 | Providing service connection as per technical specifications & standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of Cement Concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiriby using a concrete cutter machine; depositing and refilling of pit &jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter; providing& fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule (ISI make), gunmetal NRV (ISI Make), valve (IS:778) and specials with MDPE pipe PE-80 PN 16 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connectioncomplete in all respect including labour charges. The service line should be laid at least 45 cm below ground level, except in cases of concrete / bituminous roads where minimum depth shall be 20 cm. For detailed specifications of MDPE pipes, please refer section “Technical Specifications” in Volume I of bid document. General specifications of MDPE pipes shall be as under: \n• The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of Testing Material: 9080 with minimum required strength of 8kg/sq.cm.\n• The raw material shall be of Food grade quality\n• Pressure rating shall be 16 Bar\n• The pipes shall bear ISO arking\nAverage length upto 5.00 mtr of 20 mm MDPE pipe. (CE(SP) Order no. 4232-40 Dtd. 04.03.2020) | BI01010001010000000000000515BI0100001374 | 253 | Nos |
| 264 | 264 | Extra length of 20mm MDPE pipe including excavation, providing, laying and jointing for length of service line above 5.00 mtr. CE(SP) Order no. 4232-40 Dtd. 04.03.2020 | BI01010001010000000000000515BI0100001375 | 150 | RM |
| 265 | 265 | Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers like i.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator | BI01010001010000000000000515BI0100001376 | 253 | FHTC |
| 266 | 266 | Operation and Maintanance | BI01010001010000000000000515BI0100001377 | ||
| 267 | 267 | Operation and maintenance of water supply schemes. This includes operation of pump sets, repairing of pipe line, patrolling of raw water conveyance system to fill raw water storage tanks, O&M of filter plant to maintain water supply, periodical cleaning o Head works and allied units, (Repairing of pump sets panels etc will be carried out by department and material for maintenance of pipe line will be provided by department ) when 4 persons are required for O&M of scheme. | BI01010001010000000000000515BI0100001378 | 60 | Per Month |
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