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| Name of Work: PROVIDING FUNCTIONAL HOUSE HOLD TAP CONNECTIONS IN VILLAGE 8 BLM-B & 9 BLM COVERED UNDER RWSS 8 BLM-B Sub Div. Srivijaynagar Division Suratgarh under JJM | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Provision for Cosntruction of Storage tank 1nos (1x3000 KL) at RWSS 8 BLM-B. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | PART 'A' Construction of ST | BI01010001010000000000000515BI0100001113 | ||
| 3 | 3 | 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 | BI01010001010000000000000515BI0100001114 | 80 | Cum |
| 4 | 4 | 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. | BI01010001010000000000000515BI0100001115 | 40 | Cum |
| 5 | 5 | 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. | BI01010001010000000000000515BI0100001116 | 10 | Cum |
| 6 | 6 | Earth work in excavation over area ( for Sedimentation cum storage tank) Exceeding 30 cm in depth 1.5 Mtrs in width as well as 10 Sqm on plan) including disposal of excavated earth lead upto 50 M. Disposed earth to be levelled 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 or any other mechanical system. No extra payment shall be done for lift of any limit. This work , also involves dressing of sides & bottom for linning purposed which is to be done mannually slop of sides to be maintained as per specification. | BI01010001010000000000000515BI0100001117 | 7800 | Cum |
| 7 | 7 | Add :- Extra for every additional lead up to 1 KM. | BI01010001010000000000000515BI0100001118 | 7800 | Cum |
| 8 | 8 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (without vibrator) | BI01010001010000000000000515BI0100001119 | 18.5 | Cum |
| 9 | 9 | 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) | BI01010001010000000000000515BI0100001120 | 110 | Cum |
| 10 | 10 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :: 12 mm thick. | BI01010001010000000000000515BI0100001121 | 500 | Sqm |
| 11 | 11 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20 mm thick. | BI01010001010000000000000515BI0100001122 | 450 | Sqm |
| 12 | 12 | Preparing surface levelled & dressed to proper slope & laying over it on tibba sand properly rommed and watered in 2 Layers of 5 cm each, Providing and laying 250 micron LDPE film as per ISS:2506-1984 including overlapping on the finished surface of compacted tibba sand. Over LDPE film 15 mm thick cement bajri mortar 1:3 shall be provided and laid which shall be cured properly. Over the base mortar single layer Ist class brick lining in cement bajri mortar 1:3 shall be provided with joints not more than 8 mm and curing done for 14 days. This also includes providing weedicides & anti-termite treatment as per specifications. | BI01010001010000000000000515BI0100001123 | 2800 | Sqm |
| 13 | 13 | Providing and fixing PVC float in Raw Water Storage tank with CI tail piece 150mm dia-2 Nos, CI puddle collar-150mm dia- 1.20 M- 1 No. and PVC hose pipe- 150mm dia -6 M & all accessaries complete in all respect as per Instructions of Engineer In Charge. Complete Job | BI01010001010000000000000515BI0100001124 | 1 | Job |
| 14 | 14 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable fordrinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6, 150 mm dia | BI01010001010000000000000515BI0100001125 | 1 | Each |
| 15 | 15 | PART 'B' INTER CONNECTION SUMP WELL TO STORAGE TANK | BI01010001010000000000000515BI0100001126 | ||
| 16 | 16 | 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) | BI01010001010000000000000515BI0100001127 | 60 | Mtr |
| 17 | 17 | 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.:\nAll kinds of soil Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. | BI01010001010000000000000515BI0100001128 | 60 | Mtr |
| 18 | 18 | Add extra for excavating trench for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 Mtr. but not exceeding 3 Mtr. | BI01010001010000000000000515BI0100001129 | 60 | Mtr |
| 19 | 19 | Add extra for excavating trench for pipes, cables etc. in all kinds of soil for depth exceeding 3 Mtr. but not exceeding 4.5 Mtr. | BI01010001010000000000000515BI0100001130 | 60 | Mtr |
| 20 | 20 | 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 | BI01010001010000000000000515BI0100001131 | 2 | Each |
| 21 | 21 | Provision for Providing , laying, jointing , testing and commissoning of rising main pipe line at RWSS 8 BLM-B. | BI01010001010000000000000515BI0100001132 | ||
| 22 | 22 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (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. 150 mm\n | BI01010001010000000000000515BI0100001133 | 150 | Mtr |
| 23 | 23 | 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. For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | BI01010001010000000000000515BI0100001134 | 150 | RMT |
| 24 | 24 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable fordrinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6, 150 mm dia | BI01010001010000000000000515BI0100001135 | 2 | Job |
| 25 | 25 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6, 150 mm dia. | BI01010001010000000000000515BI0100001136 | 2 | Each |
| 26 | 26 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). Flange Socket, Spigot, Hy. Tee. Upto 300 mm Diameter | BI01010001010000000000000515BI0100001137 | 70 | Kg |
| 27 | 27 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date,\nsuch as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). A/S Tee , Bend, Reducer (All End Socketed) Upto 300 mm Diameter \n | BI01010001010000000000000515BI0100001138 | 250 | Kg |
| 28 | 28 | Manufacturing, supplying, lowerring playing and joining in position to correct line sperally welded SAW/fabricators MS having beverled end plates coil confirming to IS 3589-2001 our its latest rivision in amendment for following thikness and inside diameter including all texas transportation and freight inspection charges inspection charges loading /unloading charges including coast of labour and materials special (tee band etc) field joints factory hydraulic testing this section commissioning atc complete papa technical specification and directions of engineer in charges. (excluding earth work i,nternal lining and outcoating) Note-Providing and fixing of all request special as a drawing design and layout are inclusive in RM measurement of the item and sell not be paid separatly. Dia of pipe 150. mm (ID) thickness of 5.0 mm | BI01010001010000000000000515BI0100001139 | 10 | RMT |
| 29 | 29 | Providing, lowering, aligning, fixing in position and Jointing in pipe line,\nCI Double Acting Kinetic Air Valve with isolating Sluice Valve 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.HP OrificeHTB2/ SS, Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged ccording to IS: 6418, Fastners - CS, All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and 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. Note: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.0 80 mm \n | BI01010001010000000000000515BI0100001140 | 1 | Each |
| 30 | 30 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU), Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing :\nSS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work. EFM 150 mm | BI01010001010000000000000515BI0100001141 | 1 | Each |
| 31 | 31 | Part- B : Construction of chambers for sluice valves, air valves | BI01010001010000000000000515BI0100001142 | ||
| 32 | 32 | 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 | BI01010001010000000000000515BI0100001143 | 12 | Cum |
| 33 | 33 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (without vibrator) | BI01010001010000000000000515BI0100001144 | 0.5 | Cum |
| 34 | 34 | 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) | BI01010001010000000000000515BI0100001145 | 6 | Cum |
| 35 | 35 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20 mm thick. | BI01010001010000000000000515BI0100001146 | 15 | Sqm |
| 36 | 36 | 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). (without vibrator) | BI01010001010000000000000515BI0100001147 | 0.5 | Cum |
| 37 | 37 | 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) | BI01010001010000000000000515BI0100001148 | 65 | Kg. |
| 38 | 38 | 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: | BI01010001010000000000000515BI0100001149 | 100 | Kg. |
| 39 | 39 | 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 | BI01010001010000000000000515BI0100001150 | 0.5 | Cum |
| 40 | 40 | Providing Fitting & Fixing of Monoblock Pumpset at RWSS 8 BLM-B | BI01010001010000000000000515BI0100001151 | ||
| 41 | 41 | 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. Centrifugal Monoblock Pump set (Single Stage) 5.00 HP | BI01010001010000000000000515BI0100001152 | 2 | Set |
| 42 | 42 | 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. Centrifugal Monoblock Pump set (Single Stage) 10.00 HP | BI01010001010000000000000515BI0100001153 | 2 | Set |
| 43 | 43 | P&F GI pipes class-B (External work) With GI fittings(IS:1239 mark) including trenching and refilling earth etc. 80mm dia nominal bore. | BI01010001010000000000000515BI0100001154 | 6 | Mtr |
| 44 | 44 | P&F GI pipes class-B (External work) With GI fittings(IS:1239 mark) including trenching and refilling earth etc. 100mm dia nominal bore. | BI01010001010000000000000515BI0100001155 | 12 | Mtr |
| 45 | 45 | P&F GI pipes class-B (External work) With GI fittings(IS:1239 mark) including trenching and refilling earth etc. 125mm dia nominal bore. | BI01010001010000000000000515BI0100001156 | 18 | Mtr |
| 46 | 46 | Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto date) suitable for potable water at all level/ depth including all material, labour hydraulic testing and commissioning as per technical specifications and as per direction of Engineer for following sizes: 100 mm dia | BI01010001010000000000000515BI0100001157 | 2 | Nos |
| 47 | 47 | 125 mm dia | BI01010001010000000000000515BI0100001158 | 2 | Nos |
| 48 | 48 | 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.0 80 mm dia\n | BI01010001010000000000000515BI0100001159 | 2 | Each |
| 49 | 49 | 100 mm dia | BI01010001010000000000000515BI0100001160 | 2 | Each |
| 50 | 50 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable fordrinking water) coated with minimum thickness of 250 microns inside and\noutside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6, 80 mm dia | BI01010001010000000000000515BI0100001161 | 2 | Each |
| 51 | 51 | 100 mm dia | BI01010001010000000000000515BI0100001162 | 2 | Each |
| 52 | 52 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6, 80 mm dia. | BI01010001010000000000000515BI0100001163 | 8 | Each |
| 53 | 53 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6, 100 mm dia. | BI01010001010000000000000515BI0100001164 | 8 | Each |
| 54 | 54 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). A/F Tee , Bend, Reducer (All End Flanged). Upto 300 mm Diameter | BI01010001010000000000000515BI0100001165 | 320 | Kg |
| 55 | 55 | 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 | BI01010001010000000000000515BI0100001166 | 50 | Kg |
| 56 | 56 | P & F bolts including nuts and bolts complete. | BI01010001010000000000000515BI0100001167 | 60 | Kg |
| 57 | 57 | 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). (without vibrator) | BI01010001010000000000000515BI0100001168 | 4 | Cum |
| 58 | 58 | Providing, Installation and Commissioning of Electric Composit Panel Board at RWSS 8 BLM-B | BI01010001010000000000000515BI0100001169 | ||
| 59 | 59 | 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) | BI01010001010000000000000515BI0100001170 | 9.9 | Sqm |
| 60 | 60 | 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 | BI01010001010000000000000515BI0100001171 | 5 | Kg |
| 61 | 61 | 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 | BI01010001010000000000000515BI0100001172 | 5 | Nos |
| 62 | 62 | 200 Amp , 25/35kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu | BI01010001010000000000000515BI0100001173 | 1 | Nos |
| 63 | 63 | 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) 25 Amp Motor output 3 phase 15 HP | BI01010001010000000000000515BI0100001174 | 6 | Nos |
| 64 | 64 | Contactor AC3 rating (415) 32 Amp Motor output 3 phase 20 HP | BI01010001010000000000000515BI0100001175 | 6 | Nos |
| 65 | 65 | 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 to 14 Amp, 15 to 20 Amp | BI01010001010000000000000515BI0100001176 | 4 | Nos |
| 66 | 66 | SF of selector switch of 10 A for voltmeter (4 position ) including making connection etc. as required . | BI01010001010000000000000515BI0100001177 | 1 | Nos |
| 67 | 67 | SF of CT linked selector switch of 10 A for Ampere meter (4 position ) including making connection etc. as required . | BI01010001010000000000000515BI0100001178 | 1 | Nos |
| 68 | 68 | 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 | BI01010001010000000000000515BI0100001179 | 17 | Nos |
| 69 | 69 | 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 | BI01010001010000000000000515BI0100001180 | 8 | Nos |
| 70 | 70 | 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. | BI01010001010000000000000515BI0100001181 | 1 | Set |
| 71 | 71 | 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 | BI01010001010000000000000515BI0100001182 | 10 | Mtr. |
| 72 | 72 | 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 | BI01010001010000000000000515BI0100001183 | 1 | Nos |
| 73 | 73 | 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 | BI01010001010000000000000515BI0100001184 | 5 | Nos |
| 74 | 74 | 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 | BI01010001010000000000000515BI0100001185 | 4 | Nos |
| 75 | 75 | from 200 / 5 to 400/5 Ratio , 10 VA , class 1 accuracy | BI01010001010000000000000515BI0100001186 | 3 | Nos |
| 76 | 76 | 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 40 A rating | BI01010001010000000000000515BI0100001187 | 2 | Nos |
| 77 | 77 | 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 | BI01010001010000000000000515BI0100001188 | 100 | Mtr. |
| 78 | 78 | 1 x 2.5 sq.mm | BI01010001010000000000000515BI0100001189 | 25 | Mtr. |
| 79 | 79 | 1 x 4.0 sq.mm | BI01010001010000000000000515BI0100001190 | 30 | Mtr. |
| 80 | 80 | 1 x 6.0 sq.mm | BI01010001010000000000000515BI0100001191 | 30 | Mtr. |
| 81 | 81 | 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 | BI01010001010000000000000515BI0100001192 | 100 | Mtr. |
| 82 | 82 | Size 6.0 Sq. mm | BI01010001010000000000000515BI0100001193 | 50 | Mtr. |
| 83 | 83 | 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 | BI01010001010000000000000515BI0100001194 | 150 | Nos |
| 84 | 84 | 2 x 4.0 sq.mm | BI01010001010000000000000515BI0100001195 | 50 | Nos |
| 85 | 85 | 2 x 6.0 sq.mm | BI01010001010000000000000515BI0100001196 | 50 | Nos |
| 86 | 86 | 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 | BI01010001010000000000000515BI0100001197 | 3 | Nos |
| 87 | 87 | 6 A to 32 A rating | BI01010001010000000000000515BI0100001198 | 6 | Nos |
| 88 | 88 | Double pole MCB 6 A to 32 A rating | BI01010001010000000000000515BI0100001199 | 2 | Nos |
| 89 | 89 | Triple pole MCB 6 A to 32 A rating | BI01010001010000000000000515BI0100001200 | 7 | Nos |
| 90 | 90 | 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 | BI01010001010000000000000515BI0100001201 | 1 | Nos |
| 91 | 91 | 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 | BI01010001010000000000000515BI0100001202 | 8 | Nos |
| 92 | 92 | 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) | BI01010001010000000000000515BI0100001203 | 35 | kVAR |
| 93 | 93 | 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 | BI01010001010000000000000515BI0100001204 | 4 | Nos |
| 94 | 94 | Single phase Prevantor with automatic approved make L&T, Simenes, Vishnu. | BI01010001010000000000000515BI0100001205 | 4 | Nos |
| 95 | 95 | 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. 25.0 Sq.mm 3.5 core | BI01010001010000000000000515BI0100001206 | 50 | Mtr. |
| 96 | 96 | 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. 95.0 Sq.mm 3.5 core | BI01010001010000000000000515BI0100001207 | 45 | Mtr. |
| 97 | 97 | Construction of RCC OHSR (Over Head Service Reservoir) Capacity 150 KL staging - 20.00 mtr at RWSS 8 BLM-B | BI01010001010000000000000515BI0100001208 | ||
| 98 | 98 | Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. :- For foundation on SBC 7 MT/sqm applicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, for staging height of 20 M for seismic zone II. 150 KL capcity | BI01010001010000000000000515BI0100001209 | 150000 | Ltr. |
| 99 | 99 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps 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.. 150 mm | BI01010001010000000000000515BI0100001210 | 120 | RM |
| 100 | 100 | 100mm | BI01010001010000000000000515BI0100001211 | 30 | RM |
| 101 | 101 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable fordrinking water) coated with minimum thickness of 250 microns inside and\noutside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6, 150 mm dia | BI01010001010000000000000515BI0100001212 | 5 | Job |
| 102 | 102 | 100 mm dia | BI01010001010000000000000515BI0100001213 | 1 | Job |
| 103 | 103 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6, 150 mm dia. | BI01010001010000000000000515BI0100001214 | 5 | Each |
| 104 | 104 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6, 100 mm dia. | BI01010001010000000000000515BI0100001215 | 1 | Each |
| 105 | 105 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ dept standard DI special with rubber ring (EPDM) nut bolt and insertion sheet and jointing as per IS 9523 : 2000 or as amended upto date, such as tees, band, tapers, caps etc. within trenches In DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specification and direction of engineering-in-charge (excluding Earth work). A/F tee, band, Reducer (All and Flanged) Upto 300 mm dia Mtr | BI01010001010000000000000515BI0100001216 | 250 | Kg |
| 106 | 106 | SITC of Bulk Flow Meter with removable mechanism class \"B\"\nconfirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. \nNote: Rates are exclusive of tail piece / dismantling joints and earth work. BFM 150 mm | BI01010001010000000000000515BI0100001217 | 1 | Each |
| 107 | 107 | Construction of RCC SSF 13.00 Mtr. Dia at WSS 8 BLM-B. | BI01010001010000000000000515BI0100001218 | ||
| 108 | 108 | Part - \"A\" Construction of SSF | BI01010001010000000000000515BI0100001219 | ||
| 109 | 109 | 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 | BI01010001010000000000000515BI0100001220 | 110 | Cum |
| 110 | 110 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (without vibrator) | BI01010001010000000000000515BI0100001221 | 5.1 | Cum |
| 111 | 111 | 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). | BI01010001010000000000000515BI0100001222 | 22.6 | Cum |
| 112 | 112 | 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) | BI01010001010000000000000515BI0100001223 | 3117 | Kg. |
| 113 | 113 | 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. \n M20 grade Nominal Mix / Design Mix Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. | BI01010001010000000000000515BI0100001224 | 26.86 | Cum |
| 114 | 114 | 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 Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. | BI01010001010000000000000515BI0100001225 | 18.7 | Cum |
| 115 | 115 | 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. | BI01010001010000000000000515BI0100001226 | 113.2 | Sqm |
| 116 | 116 | -----do--------- Walls (any thickness) including attached pilasters, buttresses plinth and string course. | BI01010001010000000000000515BI0100001227 | 155 | Sqm |
| 117 | 117 | Add extra for shuttering in circular work (in respective centering and shuttering items) Walls (any thickness) 20% of respective item | BI01010001010000000000000515BI0100001228 | 155 | Sqm |
| 118 | 118 | 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) | BI01010001010000000000000515BI0100001229 | 0.8 | Cum |
| 119 | 119 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12 mm | BI01010001010000000000000515BI0100001230 | 15 | Sqm. |
| 120 | 120 | 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). | BI01010001010000000000000515BI0100001231 | 110 | Sqm |
| 121 | 121 | 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 | BI01010001010000000000000515BI0100001232 | 19 | Cum |
| 122 | 122 | 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) | BI01010001010000000000000515BI0100001233 | 138.6 | Cum |
| 123 | 123 | 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. (mm) 90 mm Class 3 | BI01010001010000000000000515BI0100001234 | 240 | Mtr |
| 124 | 124 | 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. | BI01010001010000000000000515BI0100001235 | 240 | Mtr |
| 125 | 125 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). Flange Socket, Spigot, Hy. Tee. Upto 300 mm Diameter | BI01010001010000000000000515BI0100001236 | 180 | Kg |
| 126 | 126 | 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. | BI01010001010000000000000515BI0100001237 | 200 | Kg |
| 127 | 127 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable fordrinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6, 100 mm dia | BI01010001010000000000000515BI0100001238 | 1 | Each |
| 128 | 128 | 150 mm dia | BI01010001010000000000000515BI0100001239 | 1 | Each |
| 129 | 129 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (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 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 direction 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. Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80 PN-6, 110 mm dia | BI01010001010000000000000515BI0100001240 | 80 | Mtr |
| 130 | 130 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (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 direction of Engineer-in-charge of following class and diameter. (excluding earth work). \nNote : 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. Supply of pipe shall be in straight length in 6/12 M. HDPE PE-80 PN-6: 160 mm dia | BI01010001010000000000000515BI0100001241 | 30 | RM |
| 131 | 131 | 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. In all type of soil For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001242 | 80 | RMT |
| 132 | 132 | 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. In all type of soil For dia of pipe up to 150 mm nominal, For dia of pipe above 150 mm and up to 350 mm nominal.\n | BI01010001010000000000000515BI0100001243 | 30 | RMT |
| 133 | 133 | 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-incharge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001244 | 100 | Kg |
| 134 | 134 | Part 'B' Clear Water Chamber | BI01010001010000000000000515BI0100001245 | ||
| 135 | 135 | 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 | BI01010001010000000000000515BI0100001246 | 5 | Cum |
| 136 | 136 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (without vibrator) | BI01010001010000000000000515BI0100001247 | 1 | Cum |
| 137 | 137 | 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) | BI01010001010000000000000515BI0100001248 | 6 | Cum |
| 138 | 138 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20 mm thick. | BI01010001010000000000000515BI0100001249 | 45 | Sqm |
| 139 | 139 | 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). (without vibrator) | BI01010001010000000000000515BI0100001250 | 0.2 | Cum |
| 140 | 140 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). | BI01010001010000000000000515BI0100001251 | 40 | Sqm |
| 141 | 141 | 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). | BI01010001010000000000000515BI0100001252 | 10 | Sqm |
| 142 | 142 | Part 'C' Sluice Valve Chamber | BI01010001010000000000000515BI0100001253 | ||
| 143 | 143 | 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 | BI01010001010000000000000515BI0100001254 | 54 | Cum |
| 144 | 144 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (without vibrator) | BI01010001010000000000000515BI0100001255 | 4.5 | Cum |
| 145 | 145 | 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) | BI01010001010000000000000515BI0100001256 | 19.35 | Cum |
| 146 | 146 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20 mm thick. | BI01010001010000000000000515BI0100001257 | 180 | Sqm |
| 147 | 147 | 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). (without vibrator) | BI01010001010000000000000515BI0100001258 | 2.7 | Cum |
| 148 | 148 | Provision for Providing , laying, jointing , testing and commissoning of distribution pipe line at RWSS 8 BLM-B | BI01010001010000000000000515BI0100001259 | ||
| 149 | 149 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (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 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 direction 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. Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80 PN-6 90 mm dia \n | BI01010001010000000000000515BI0100001260 | 4653 | Mtr |
| 150 | 150 | 110 mm dia | BI01010001010000000000000515BI0100001261 | 920 | Mtr |
| 151 | 151 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (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 direction of Engineer-in-charge of following class and diameter. (excluding earth work). \nNote : 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. Supply of pipe shall be in straight length in 6/12 M. HDPE PE-80 PN-6: 125 mm dia | BI01010001010000000000000515BI0100001262 | 372 | Mtr |
| 152 | 152 | 140 mm dia | BI01010001010000000000000515BI0100001263 | 30 | Mtr |
| 153 | 153 | 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. In all type of soil For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001264 | 5573 | RMT |
| 154 | 154 | 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. In all type of soil For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | BI01010001010000000000000515BI0100001265 | 402 | RMT |
| 155 | 155 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable fordrinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6, 80 mm dia | BI01010001010000000000000515BI0100001266 | 3 | Each |
| 156 | 156 | 100 mm dia | BI01010001010000000000000515BI0100001267 | 4 | Each |
| 157 | 157 | 125 mm dia | BI01010001010000000000000515BI0100001268 | 2 | Each |
| 158 | 158 | 150 mm dia | BI01010001010000000000000515BI0100001269 | 1 | Each |
| 159 | 159 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). Flange Socket, Spigot, Hy. Tee. Upto 300 mm Diameter | BI01010001010000000000000515BI0100001270 | 380 | Kg |
| 160 | 160 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | BI01010001010000000000000515BI0100001271 | 15 | cum |
| 161 | 161 | Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. Bituminous courses\n | BI01010001010000000000000515BI0100001272 | 10 | cum |
| 162 | 162 | Granular courses\n | BI01010001010000000000000515BI0100001273 | 10 | cum |
| 163 | 163 | Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness:\nLess than 3.2 mm) 60 mm thick | BI01010001010000000000000515BI0100001274 | 62 | Sqm |
| 164 | 164 | 80 mm thick | BI01010001010000000000000515BI0100001275 | 120 | Sqm |
| 165 | 165 | 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. | BI01010001010000000000000515BI0100001276 | 350 | Kg |
| 166 | 166 | 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. | BI01010001010000000000000515BI0100001277 | 150 | Kg |
| 167 | 167 | 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-incharge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001278 | 150 | Kg |
| 168 | 168 | 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. Note: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.0, 25 mm S-1 Type | BI01010001010000000000000515BI0100001279 | 1 | Each |
| 169 | 169 | Part 'B' Sluice Valve Chamber | BI01010001010000000000000515BI0100001280 | ||
| 170 | 170 | 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 | BI01010001010000000000000515BI0100001281 | 15 | Cum |
| 171 | 171 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (without vibrator) | BI01010001010000000000000515BI0100001282 | 1.5 | Cum |
| 172 | 172 | 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) | BI01010001010000000000000515BI0100001283 | 5 | Cum |
| 173 | 173 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20 mm thick. | BI01010001010000000000000515BI0100001284 | 50 | Sqm |
| 174 | 174 | 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). (without vibrator) | BI01010001010000000000000515BI0100001285 | 1 | Cum |
| 175 | 175 | House Hold Tap Connections for RWSS 8 BLM-B | BI01010001010000000000000515BI0100001286 | ||
| 176 | 176 | Providing service connection as per technical specification and 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/jhiri by 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/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) , valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427 below ground level and GI 15 mm class B 1.19.1 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm 1.19.2 House hold tap connections (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm. For detailed specifications of MDPE pipes please refer section \"Technical specifications\" of bid document. General specifications of MDPE pipes shall be as under: • The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum equired strength of 8 Kg/sq.cm. • The raw material shall be Food grade quality Pressure rating shall be 12.5 Bar. • The pipes shall bear ISO marking. Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI Class B Pipe | BI01010001010000000000000515BI0100001287 | 274 | FHTC |
| 177 | 177 | 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. | BI01010001010000000000000515BI0100001288 | 274 | FHTC |
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