Rejuvenation, Renovation, Modernization And Strengthening Of Various Units And Providing Functional House Water Connection With One Year Defect Liability Period At Wss 7Tkw Under Jjm In The Jurisdiction Of Sub Divison Sadulshahar Under Phed Distt. Div. Sr
Tender Overview
Project Description
rejuvenation, renovation, modernization and strengthening of various units and providing functional house water connection with one year defect liability period at wss 7tkw under jjm in the jurisdiction of sub divison sadulshahar under phed distt. div. sriganganagar
BOQ
| 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 7TKW under JJM in the jurisdiction of Sub Divison Sadulshahar under PHED Distt. Div. SriGanganagar | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 | 20 | Cum |
| 3 | 3 | P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. 100 mm dia nominal bore. | BI01010001010000000000000515BI0100001114 | 10 | 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. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 100 mm HW | BI01010001010000000000000515BI0100001115 | 1 | 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 | 50 | 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 | 1 | Cum |
| 7 | 7 | Provision of Raw Water conveyance system (Inlet Channel) | 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 | 700 | RM |
| 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 | BI01010001010000000000000515BI0100001120 | 1250 | 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 | 200 | Cum |
| 11 | 11 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | BI01010001010000000000000515BI0100001122 | 400 | Kg. |
| 12 | 12 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. In Cement mortar. | BI01010001010000000000000515BI0100001123 | 40 | Cum |
| 13 | 13 | Intermediate chamber for Inlet channel | BI01010001010000000000000515BI0100001124 | ||
| 14 | 14 | 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 | BI01010001010000000000000515BI0100001125 | 12.5 | Cum |
| 15 | 15 | 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). | BI01010001010000000000000515BI0100001126 | 0.5 | Cum |
| 16 | 16 | 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) | BI01010001010000000000000515BI0100001127 | 10.04 | Cum |
| 17 | 17 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001128 | 52.5 | Sqm |
| 18 | 18 | 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). | BI01010001010000000000000515BI0100001129 | 0.5 | Cum |
| 19 | 19 | Rising Main | BI01010001010000000000000515BI0100001130 | ||
| 20 | 20 | 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 110mm | BI01010001010000000000000515BI0100001131 | 4500 | Mtr. |
| 21 | 21 | 90 mm Dia | BI01010001010000000000000515BI0100001132 | 1000 | Mtr. |
| 22 | 22 | 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 | BI01010001010000000000000515BI0100001133 | 5500 | Mtr. |
| 23 | 23 | 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 150 mm HW | BI01010001010000000000000515BI0100001134 | 3 | Each |
| 24 | 24 | ---------------------- do --------------- 100mm | BI01010001010000000000000515BI0100001135 | 4 | Each |
| 25 | 25 | ---------------------- do --------------- 80mm | BI01010001010000000000000515BI0100001136 | 4 | Each |
| 26 | 26 | 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. | BI01010001010000000000000515BI0100001137 | 450 | Kg |
| 27 | 27 | P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. 100 mm dia nominal bore. | BI01010001010000000000000515BI0100001138 | 50 | Mtr. |
| 28 | 28 | Chamber for Bulk water meter | BI01010001010000000000000515BI0100001139 | ||
| 29 | 29 | 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 | BI01010001010000000000000515BI0100001140 | 45 | Cum |
| 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. M20 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001141 | 6 | Cum |
| 31 | 31 | 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) | BI01010001010000000000000515BI0100001142 | 21 | Cum |
| 32 | 32 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001143 | 150 | Sqm |
| 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. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001144 | 3 | Cum |
| 34 | 34 | Bulk Meeter\" | BI01010001010000000000000515BI0100001145 | ||
| 35 | 35 | SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming 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 | BI01010001010000000000000515BI0100001146 | 1 | No |
| 36 | 36 | BFM80 mm | BI01010001010000000000000515BI0100001147 | 3 | No |
| 37 | 37 | Const. of RCC CWR | BI01010001010000000000000515BI0100001148 | ||
| 38 | 38 | Construction of RCC Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the 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. Rates for RCC Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II . up to100 KL capacity | BI01010001010000000000000515BI0100001149 | 80000 | Litre |
| 39 | 39 | 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) \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.150 mm | BI01010001010000000000000515BI0100001150 | 6 | RMT |
| 40 | 40 | 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 | BI01010001010000000000000515BI0100001151 | 50 | Cum |
| 41 | 41 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846- 2000- amended upto date- For Sluice Valve) PN 1.0 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Nominal Dia. 150 mm | BI01010001010000000000000515BI0100001152 | 1 | Nos |
| 42 | 42 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001153 | 7 | Cum |
| 43 | 43 | 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). | BI01010001010000000000000515BI0100001154 | 1.5 | Cum |
| 44 | 44 | 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) | BI01010001010000000000000515BI0100001155 | 500 | Kg. |
| 45 | 45 | 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. M20 grade Nominal Mix / Design Mix Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. | BI01010001010000000000000515BI0100001156 | 5 | Cum |
| 46 | 46 | 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 Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. | BI01010001010000000000000515BI0100001157 | 4.5 | Cum |
| 47 | 47 | 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 Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards\nM20 grade Nominal Mix / Design Mix Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. | BI01010001010000000000000515BI0100001158 | 4.5 | Cum |
| 48 | 48 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. | BI01010001010000000000000515BI0100001159 | 30 | Sqm |
| 49 | 49 | 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: Walls (any thickness) including attached pilasters, buttresses, plinth and string course. | BI01010001010000000000000515BI0100001160 | 150 | Sqm |
| 50 | 50 | Add for Centering and Shuttering for circular work in plan up to dia 10 m | BI01010001010000000000000515BI0100001161 | 150 | Sqm |
| 51 | 51 | Arches, domes, vaults etc. up to 6 Mtr. span. | BI01010001010000000000000515BI0100001162 | 40 | Sqm |
| 52 | 52 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. | BI01010001010000000000000515BI0100001163 | 250 | Kg |
| 53 | 53 | Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 25x25mmx16 gauge. | BI01010001010000000000000515BI0100001164 | 2 | Sqm |
| 54 | 54 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and\n1.4 mm aperture on both sides | BI01010001010000000000000515BI0100001165 | 2 | Sqm |
| 55 | 55 | Providing and fixing Square bars or other flat welded to window, ventilators etc. | BI01010001010000000000000515BI0100001166 | 50 | per kg. |
| 56 | 56 | 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). | BI01010001010000000000000515BI0100001167 | 150 | per Sqm |
| 57 | 57 | Painting with enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. | BI01010001010000000000000515BI0100001168 | 50 | per Sqm |
| 58 | 58 | Rejuvenation of SSF's | BI01010001010000000000000515BI0100001169 | ||
| 59 | 59 | 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) | BI01010001010000000000000515BI0100001170 | 420 | P.Cum. |
| 60 | 60 | 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 | BI01010001010000000000000515BI0100001171 | 1000 | P. Meter |
| 61 | 61 | 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 | BI01010001010000000000000515BI0100001172 | 2500 | Each |
| 62 | 62 | 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) | BI01010001010000000000000515BI0100001173 | 70 | P.Cum |
| 63 | 63 | 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) | BI01010001010000000000000515BI0100001174 | 65 | P.Cum |
| 64 | 64 | 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 | BI01010001010000000000000515BI0100001175 | 15 | Cum |
| 65 | 65 | 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 | BI01010001010000000000000515BI0100001176 | 3 | Nos |
| 66 | 66 | 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. Manually Operated CI Sluice valve of Class PN-1.0 150 mm HW | BI01010001010000000000000515BI0100001177 | 3 | Each |
| 67 | 67 | ………..do……………80mm | BI01010001010000000000000515BI0100001178 | 5 | Each |
| 68 | 68 | 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. | BI01010001010000000000000515BI0100001179 | 200 | Kg |
| 69 | 69 | 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. | BI01010001010000000000000515BI0100001180 | 100 | Kg |
| 70 | 70 | Demolishing brick work including stacking of serviceable material and disposal of U/S material within 50m lead (B/W in cement mortar) | BI01010001010000000000000515BI0100001181 | 2 | Cum. |
| 71 | 71 | 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) | BI01010001010000000000000515BI0100001182 | 6 | Cum. |
| 72 | 72 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finished 12mm thick. One coat | BI01010001010000000000000515BI0100001183 | 100 | Sqm. |
| 73 | 73 | 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. | BI01010001010000000000000515BI0100001184 | 5 | Cum. |
| 74 | 74 | 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. | BI01010001010000000000000515BI0100001185 | 65 | Sqm |
| 75 | 75 | 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). | BI01010001010000000000000515BI0100001186 | 350 | Sqm |
| 76 | 76 | Distribution Main | BI01010001010000000000000515BI0100001187 | ||
| 77 | 77 | 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) \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. \nSupply upto 110 mm dia. in coil & above 110 mm dia straight length in 6 M HDPE PE-80 PN-6 75mm dia | BI01010001010000000000000515BI0100001188 | 500 | RM |
| 78 | 78 | ---------------------- do --------------- 90mm | BI01010001010000000000000515BI0100001189 | 1000 | RM |
| 79 | 79 | 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 | BI01010001010000000000000515BI0100001190 | 1500 | RMT |
| 80 | 80 | 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. | BI01010001010000000000000515BI0100001191 | 4 | Cum |
| 81 | 81 | 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 | BI01010001010000000000000515BI0100001192 | 5 | Cum |
| 82 | 82 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work 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, complete work as per technical specification and scope of work. | BI01010001010000000000000515BI0100001193 | 3 | CUM |
| 83 | 83 | 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW | BI01010001010000000000000515BI0100001194 | 4 | Each |
| 84 | 84 | ---------do---------- 100mm | BI01010001010000000000000515BI0100001195 | 3 | Each |
| 85 | 85 | ---------do---------- 150mm | BI01010001010000000000000515BI0100001196 | 2 | Each |
| 86 | 86 | 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. | BI01010001010000000000000515BI0100001197 | 400 | Kg |
| 87 | 87 | Connections | BI01010001010000000000000515BI0100001198 | ||
| 88 | 88 | 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 12.5 as per ISO 4427 below ground level and P&F GI Ppe 15 mm dia class B (ISI Mark) above ground level in the premises for fixing tap (max lengt 2.0 Mtr.) P& F a 15mm Bib cock with foam flow chrome plated with complete brass body including brass handle having good quality with wt. 300 to 325 gm, 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 inthe service line at the entry point of the consumer's property in such a way that it should be accesible 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. \n 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-DPE Pipe and 2 Mtr. 15 mm GI Pipe class B | BI01010001010000000000000515BI0100001199 | 392 | FHTC |
| 89 | 89 | 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. | BI01010001010000000000000515BI0100001200 | 392 | FHTC |
| 90 | 90 | Storage Tank | BI01010001010000000000000515BI0100001201 | ||
| 91 | 91 | 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 | BI01010001010000000000000515BI0100001202 | 100 | Cum |
| 92 | 92 | Silt clearance from Sedimentation cum storage tank with lift upto 4.5 Mtr. and lead upto 50 Mtr. Silt to be disposed outside of Headworks Boundaries. Disposed silt to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Silt to be carried out by means of mechanical system i.e. Tractor craw/Trolly or any other mechanical system. No extra payment shall be done for lift of any limit. This work also involves dressing of bottom purposed which is to be done mannually to be maintained as per direction of Engineer In Charge. | BI01010001010000000000000515BI0100001203 | 800 | Cum |
| 93 | 93 | Add :- Extra for every additional lead up to 1 KM. | BI01010001010000000000000515BI0100001204 | 800 | Cum |
| 94 | 94 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. | BI01010001010000000000000515BI0100001205 | 702 | Sqm |
| 95 | 95 | 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). | BI01010001010000000000000515BI0100001206 | 15 | Cum |
| 96 | 96 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing. | BI01010001010000000000000515BI0100001207 | 1500 | Sqm |
| 97 | 97 | Pumping out water caused by springs, tidal or river seepage, broken water main or drains and the like with pumping set of following H.P. including P.O.L./Power consumption etc. complete. 20 to 30 H.P. | BI01010001010000000000000515BI0100001208 | 60 | Hrs. |
| 98 | 98 | 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. | BI01010001010000000000000515BI0100001209 | 3400 | Sqm |
| 99 | 99 | 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. | BI01010001010000000000000515BI0100001210 | 70 | Cum |
| 100 | 100 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 meters (stacks of cleaned bricks ahall be measured): From brick work in Cement mortar. | BI01010001010000000000000515BI0100001211 | 15000 | Nos |
| 101 | 101 | Filling avilable 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 upto 50 meters and lift upto 1.5 meter. | BI01010001010000000000000515BI0100001212 | 100 | Cum |
| 102 | 102 | 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) | BI01010001010000000000000515BI0100001213 | 40 | Cum |
| 103 | 103 | 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) | BI01010001010000000000000515BI0100001214 | 40 | Cum |
| 104 | 104 | Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 12 mm thick. | BI01010001010000000000000515BI0100001215 | 1850 | Sqm |
| 105 | 105 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001216 | 2000 | Sqm |
| 106 | 106 | Finishing wall with water proffing cement paint of approved brand and manufacture and of required shade to give an even shade including all scaffolding new work 3 or more coals. | BI01010001010000000000000515BI0100001217 | 2000 | Sqm |
| 107 | 107 | Recovery of old Bricks | BI01010001010000000000000515BI0100001218 | 6800 | Nos |
| 108 | 108 | INTER CONNECTION SUMP WELL TO STORAGE TANK | 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 | 20 | Cum |
| 110 | 110 | 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:-150MM | BI01010001010000000000000515BI0100001222 | 3 | Each |
| 111 | 111 | 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. | BI01010001010000000000000515BI0100001223 | 3 | Job |
| 112 | 112 | 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 150 mm HW | BI01010001010000000000000515BI0100001224 | 3 | Each |
| 113 | 113 | 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. | BI01010001010000000000000515BI0100001225 | 250 | Kg |
| 114 | 114 | Construction/Rejuvenation of Sump Well | BI01010001010000000000000515BI0100001226 | ||
| 115 | 115 | 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). | BI01010001010000000000000515BI0100001227 | 2 | Cum |
| 116 | 116 | 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). | BI01010001010000000000000515BI0100001228 | 1 | Cum |
| 117 | 117 | 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 | 2 | Cum |
| 118 | 118 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001230 | 70 | Sqm |
| 119 | 119 | 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 | 100 | Sqm |
| 120 | 120 | Providing Fitting & Fixing of Pumpset Pumping Machinery | BI01010001010000000000000515BI0100001232 | ||
| 121 | 121 | Supply and installation of electric driven 3 phase mono block pump sets confirming to IS:9079 of make Kirlosker, Texmo, Crompton, Taro, Siemens, ABB or equivalent make for raw water etc with perfect alignment and testing of complete system following capacity and size. This work also includes fitting with delivery and suction pipe line including fitting material like Nut Bolt, Dhaga, Rubber Sheet etc (Excluding GI Pipe/MS Pipe, CI specials cost) Complete job as per direction of Engineer-incharge :- Mono block pump with Syn Speed 1400-1440 RPM. 1200-1600 LPM/15-12m Head/7.5 HP | BI01010001010000000000000515BI0100001233 | 2 | Set |
| 122 | 122 | 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) 20 HP | BI01010001010000000000000515BI0100001234 | 2 | Set |
| 123 | 123 | P&F GI pipes class-B (External work) With GI fittings(IS:1239 mark) including trenching and refilling earth etc. 100mm dia nominal bore. | BI01010001010000000000000515BI0100001235 | 40 | Mtr |
| 124 | 124 | P&F GI pipes class-B (External work) With GI fittings(IS:1239 mark) including trenching and refilling earth etc. 125mm dia nominal bore. | BI01010001010000000000000515BI0100001236 | 40 | Mtr |
| 125 | 125 | 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. Manually Operated CI Sluice valve of Class PN-1.0 110 mm HW | BI01010001010000000000000515BI0100001237 | 4 | Each |
| 126 | 126 | ------do---- 125mm dia | BI01010001010000000000000515BI0100001238 | 6 | Each |
| 127 | 127 | 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. e:Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.0 100mm dia | BI01010001010000000000000515BI0100001239 | 2 | Each |
| 128 | 128 | ----do-----125 mm | BI01010001010000000000000515BI0100001240 | 2 | Each |
| 129 | 129 | 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 100mm dia | BI01010001010000000000000515BI0100001241 | 4 | Each |
| 130 | 130 | ----do-----125 mm | BI01010001010000000000000515BI0100001242 | 4 | Each |
| 131 | 131 | ----do-----150 mm | BI01010001010000000000000515BI0100001243 | 1 | Each |
| 132 | 132 | P & F foot valve of superior quality and approved make with fittings : CI 80 mm/100 mm | BI01010001010000000000000515BI0100001244 | 4 | Nos |
| 133 | 133 | 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. | BI01010001010000000000000515BI0100001245 | 300 | Kg |
| 134 | 134 | 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 20mm dia nominal bore | BI01010001010000000000000515BI0100001246 | 25 | RMT |
| 135 | 135 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 20mm nominal bore. | BI01010001010000000000000515BI0100001247 | 6 | Each |
| 136 | 136 | Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size :20mm dia nominal bore | BI01010001010000000000000515BI0100001248 | 6 | Each |
| 137 | 137 | Providing and Fixing of ISI marked PVC storage tank of following capacity as per IS: 12701-1989 (of approved make) with cover, 25 mm dia. 1 mtr long GI overflow pipe, 25 cm long 25 mm dia washout GI pipe with plug & socket, including P&F 32 mm dia Ball Cock (Float valve) IS 1703 marked with rod and PVC ball complete with brass weight 1000 gm, including P&F 15 mm dia CI quarter turn heavy duty Bib Cocks four nos. of superior quality and approved make, including interconnections complete job.1000 litres capacity | BI01010001010000000000000515BI0100001249 | 2 | Each |
| 138 | 138 | P & F bolts including nuts and bolts complete. | BI01010001010000000000000515BI0100001250 | 80 | Kg |
| 139 | 139 | Making connection of G.I. distribution branch with G.I. main including all fitting.Upto 25mm dia | BI01010001010000000000000515BI0100001251 | 3 | job |
| 140 | 140 | 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. | BI01010001010000000000000515BI0100001252 | 200 | Kg |
| 141 | 141 | 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). | BI01010001010000000000000515BI0100001253 | 4.5 | Cum |
| 142 | 142 | 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). | BI01010001010000000000000515BI0100001254 | 30 | Sqm |
| 143 | 143 | Panel Board for Raw Water Pumps | BI01010001010000000000000515BI0100001255 | ||
| 144 | 144 | 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) | BI01010001010000000000000515BI0100001256 | 5 | Sqm |
| 145 | 145 | 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 | BI01010001010000000000000515BI0100001257 | 5 | Kg |
| 146 | 146 | 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 | BI01010001010000000000000515BI0100001258 | 4 | Nos |
| 147 | 147 | 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) 12 Amp Motor output 3 phase 7.5 HP | BI01010001010000000000000515BI0100001259 | 6 | Nos |
| 148 | 148 | 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 | BI01010001010000000000000515BI0100001260 | 2 | Nos |
| 149 | 149 | SF of selector switch of 10 A for voltmeter (4 position ) including making connection etc. as required . | BI01010001010000000000000515BI0100001261 | 1 | Nos |
| 150 | 150 | SF of CT linked selector switch of 10 A for Ampere meter (4 position ) including making connection etc. as required . | BI01010001010000000000000515BI0100001262 | 5 | Nos |
| 151 | 151 | 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 | BI01010001010000000000000515BI0100001263 | 7 | Nos |
| 152 | 152 | 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 | BI01010001010000000000000515BI0100001264 | 4 | Nos |
| 153 | 153 | 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. | BI01010001010000000000000515BI0100001265 | 1 | Set |
| 154 | 154 | 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 | BI01010001010000000000000515BI0100001266 | 5 | Mtr. |
| 155 | 155 | 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 | BI01010001010000000000000515BI0100001267 | 1 | Nos |
| 156 | 156 | 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 | BI01010001010000000000000515BI0100001268 | 3 | Nos |
| 157 | 157 | 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 | BI01010001010000000000000515BI0100001269 | 16 | Nos |
| 158 | 158 | 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 | BI01010001010000000000000515BI0100001270 | 4 | Nos |
| 159 | 159 | 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 | BI01010001010000000000000515BI0100001271 | 4 | Nos |
| 160 | 160 | 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 | BI01010001010000000000000515BI0100001272 | 60 | Mtr. |
| 161 | 161 | 1 x 2.5 sq.mm | BI01010001010000000000000515BI0100001273 | 20 | Mtr. |
| 162 | 162 | 1 x 4.0 sq.mm | BI01010001010000000000000515BI0100001274 | 15 | Mtr. |
| 163 | 163 | 1 x 6.0 sq.mm | BI01010001010000000000000515BI0100001275 | 20 | Mtr. |
| 164 | 164 | 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 2.5 Sq. mm | BI01010001010000000000000515BI0100001276 | 40 | Mtr. |
| 165 | 165 | Size 4.0 Sq. mm | BI01010001010000000000000515BI0100001277 | 50 | Mtr. |
| 166 | 166 | 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 | BI01010001010000000000000515BI0100001278 | 100 | Nos |
| 167 | 167 | 2 x 4.0 sq.mm | BI01010001010000000000000515BI0100001279 | 30 | Nos |
| 168 | 168 | 2 x 6.0 sq.mm | BI01010001010000000000000515BI0100001280 | 30 | Nos |
| 169 | 169 | 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 | BI01010001010000000000000515BI0100001281 | 7 | Nos |
| 170 | 170 | 6 A to 32 A rating | BI01010001010000000000000515BI0100001282 | 4 | Nos |
| 171 | 171 | Double pole MCB 6 A to 32 A rating | BI01010001010000000000000515BI0100001283 | 2 | Nos |
| 172 | 172 | Triple pole MCB 6 A to 32 A rating | BI01010001010000000000000515BI0100001284 | 6 | Nos |
| 173 | 173 | 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 | BI01010001010000000000000515BI0100001285 | 1 | Nos |
| 174 | 174 | 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. up to 6 KVAR | BI01010001010000000000000515BI0100001286 | 6 | Nos |
| 175 | 175 | 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) | BI01010001010000000000000515BI0100001287 | 25 | kVAR |
| 176 | 176 | 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 | BI01010001010000000000000515BI0100001288 | 2 | Nos |
| 177 | 177 | Single phase Prevantor with automatic approved make L&T, Simenes, Vishnu. | BI01010001010000000000000515BI0100001289 | 2 | Nos |
| 178 | 178 | 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 | BI01010001010000000000000515BI0100001290 | 150 | Mtr. |
| 179 | 179 | Panel Board for Clear Water Pumps | BI01010001010000000000000515BI0100001291 | ||
| 180 | 180 | 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) | BI01010001010000000000000515BI0100001292 | 10 | Sqm |
| 181 | 181 | 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 | BI01010001010000000000000515BI0100001293 | 10 | Kg |
| 182 | 182 | 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 | BI01010001010000000000000515BI0100001294 | 5 | Nos |
| 183 | 183 | 200 Amp , 25/35kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu | BI01010001010000000000000515BI0100001295 | 1 | Nos |
| 184 | 184 | 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 | BI01010001010000000000000515BI0100001296 | 6 | Nos |
| 185 | 185 | 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) 12 Amp Motor output 3 phase 7.5 HP | BI01010001010000000000000515BI0100001297 | 6 | Nos |
| 186 | 186 | 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 | BI01010001010000000000000515BI0100001298 | 5 | Nos |
| 187 | 187 | SF of selector switch of 10 A for voltmeter (4 position ) including making connection etc. as required . | BI01010001010000000000000515BI0100001299 | 1 | Nos |
| 188 | 188 | SF of CT linked selector switch of 10 A for Ampere meter (4 position ) including making connection etc. as required . | BI01010001010000000000000515BI0100001300 | 7 | Nos |
| 189 | 189 | 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 | BI01010001010000000000000515BI0100001301 | 15 | Nos |
| 190 | 190 | 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 | BI01010001010000000000000515BI0100001302 | 8 | Nos |
| 191 | 191 | 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. | BI01010001010000000000000515BI0100001303 | 1 | Set |
| 192 | 192 | 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 | BI01010001010000000000000515BI0100001304 | 5 | Mtr. |
| 193 | 193 | 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 | BI01010001010000000000000515BI0100001305 | 1 | Nos |
| 194 | 194 | 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 | BI01010001010000000000000515BI0100001306 | 5 | Nos |
| 195 | 195 | 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 | BI01010001010000000000000515BI0100001307 | 13 | Nos |
| 196 | 196 | from 200 / 5 to 400/5 Ratio , 10 VA , class 1 accuracy | BI01010001010000000000000515BI0100001308 | 3 | Nos |
| 197 | 197 | 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 | BI01010001010000000000000515BI0100001309 | 4 | Nos |
| 198 | 198 | 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 | BI01010001010000000000000515BI0100001310 | 4 | Nos |
| 199 | 199 | 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 | BI01010001010000000000000515BI0100001311 | 100 | Mtr. |
| 200 | 200 | 1 x 2.5 sq.mm | BI01010001010000000000000515BI0100001312 | 25 | Mtr. |
| 201 | 201 | 1 x 4.0 sq.mm | BI01010001010000000000000515BI0100001313 | 30 | Mtr. |
| 202 | 202 | 1 x 6.0 sq.mm | BI01010001010000000000000515BI0100001314 | 30 | Mtr. |
| 203 | 203 | 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 2.5 Sq. mm | BI01010001010000000000000515BI0100001315 | 40 | Mtr. |
| 204 | 204 | Size 4.0 Sq. mm | BI01010001010000000000000515BI0100001316 | 50 | Mtr. |
| 205 | 205 | 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 | BI01010001010000000000000515BI0100001317 | 150 | Nos |
| 206 | 206 | 2 x 4.0 sq.mm | BI01010001010000000000000515BI0100001318 | 50 | Nos |
| 207 | 207 | 2 x 6.0 sq.mm | BI01010001010000000000000515BI0100001319 | 50 | Nos |
| 208 | 208 | 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 | BI01010001010000000000000515BI0100001320 | 7 | Nos |
| 209 | 209 | 6 A to 32 A rating | BI01010001010000000000000515BI0100001321 | 4 | Nos |
| 210 | 210 | Double pole MCB 6 A to 32 A rating | BI01010001010000000000000515BI0100001322 | 2 | Nos |
| 211 | 211 | Triple pole MCB 6 A to 32 A rating | BI01010001010000000000000515BI0100001323 | 6 | Nos |
| 212 | 212 | 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 | BI01010001010000000000000515BI0100001324 | 1 | Nos |
| 213 | 213 | 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 | BI01010001010000000000000515BI0100001325 | 6 | Nos |
| 214 | 214 | 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) | BI01010001010000000000000515BI0100001326 | 50 | kVAR |
| 215 | 215 | 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 | BI01010001010000000000000515BI0100001327 | 4 | Nos |
| 216 | 216 | Single phase Prevantor with automatic approved make L&T, Simenes, Vishnu. | BI01010001010000000000000515BI0100001328 | 4 | Nos |
| 217 | 217 | Pump House - Civil Works | BI01010001010000000000000515BI0100001329 | ||
| 218 | 218 | 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 | BI01010001010000000000000515BI0100001330 | 20 | Cum |
| 219 | 219 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work upto plinth level 1: 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001331 | 7 | Cum |
| 220 | 220 | 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) | BI01010001010000000000000515BI0100001332 | 16 | Cum |
| 221 | 221 | P/L damp proof course with cement concrete grade M-150 1:2:4 mortar prepared with 1% solution of water proof compound including two coats of hot blown (2Kg per sqm) complete as per specification with glass strip 3mm thick at a distance of 1 Mtr. Interval :50 mm thick | BI01010001010000000000000515BI0100001333 | 14 | Sqm |
| 222 | 222 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level in all shapes and sizes in. Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001334 | 25 | Cum |
| 223 | 223 | Reinforced cement concrete work in beams, suspended floors, roofs, girders having slopes upto 15 degree, landing, balconies, shelves, chhajas, lintels, bands, plain windows sills, staircases and spiral staircases upto floor three level including curing, compaction , finishing with rendering in cement sand mortar 1:3 (1 cement : 3 course sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. :-with 1: 1.5 : 3 ( 1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001335 | 7 | Cum |
| 224 | 224 | 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) | BI01010001010000000000000515BI0100001336 | 650 | Kg. |
| 225 | 225 | 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. | BI01010001010000000000000515BI0100001337 | 50 | Sqm |
| 226 | 226 | Providing, hoisting and fixing up to floor five level precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia Mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand ) etc complete as per approved design excluding plastering of jambs, sills and soffits: 40 mm thick. | BI01010001010000000000000515BI0100001338 | 1.1 | Sqm |
| 227 | 227 | P&F T-iron, angle iron frames for doors made of mild steel tee or angle section, joints mitred & welded with 15x3 mm lugs 10cm long embedded in CC blocks 15x15x10 cmsize of 1:3:6 or wooden plugs, screws or with fixing clips and screws or with bolts and nuts as required including fixing of necessary hinges, screws and applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001339 | 45 | Kg. |
| 228 | 228 | 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 Extra for double leaf shutters. 20% | BI01010001010000000000000515BI0100001340 | 3.5 | Sqm |
| 229 | 229 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Partly fixed and partly openable [ fixed area not to exceed 33%] | BI01010001010000000000000515BI0100001341 | 3.25 | Sqm |
| 230 | 230 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and\n1.4 mm aperture on both sides\n | BI01010001010000000000000515BI0100001342 | 3.25 | Sqm |
| 231 | 231 | P/F Square bars or other flat welded to window, ventilators. | BI01010001010000000000000515BI0100001343 | 20 | Kg. |
| 232 | 232 | Providing and laying Common burnt clay brick tiles of class designation 100 over roofs grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat . | BI01010001010000000000000515BI0100001344 | 35 | Sqm |
| 233 | 233 | Filling available excavated earth ( excluding rock) in trenches , plinth, side of foundations etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m. and lift upto 1.5 m. | BI01010001010000000000000515BI0100001345 | 12 | Cum |
| 234 | 234 | Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :For area of each slab up to 2001 to 5000 Sq. Cm :(A) 25 mm thick slab. | BI01010001010000000000000515BI0100001346 | 30 | Sqm |
| 235 | 235 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finish : 12mm thick . | BI01010001010000000000000515BI0100001347 | 210 | Sqm |
| 236 | 236 | 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). | BI01010001010000000000000515BI0100001348 | 200 | Sqm |
| 237 | 237 | Distempering with oil bound washable distemper of approved brand and manufactures to give an even shade including all scaffolding new work (2 or more coats) over and including scrapping and painting coat with cement primer. | BI01010001010000000000000515BI0100001349 | 150 | Sqm |
| 238 | 238 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \nTwo or more coats on new work | BI01010001010000000000000515BI0100001350 | 28 | Sqm |
| 239 | 239 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Sand or other approved stone 50mm thick. | BI01010001010000000000000515BI0100001351 | 2 | Sqm |
| 240 | 240 | 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. | BI01010001010000000000000515BI0100001352 | 18 | Cum |
| 241 | 241 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 meters (stacks of cleaned bricks ahall be measured): From brick work in Cement mortar. | BI01010001010000000000000515BI0100001353 | 4000 | 1000 nos. |
| 242 | 242 | Demolishing cement concrete including disposal of material within 50 meter lead :1:4:8 or leaner mix. | BI01010001010000000000000515BI0100001354 | 1.2 | Cum |
| 243 | 243 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001355 | 5 | Cum |
| 244 | 244 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001356 | 3 | Cum |
| 245 | 245 | Recovery of old bricks | BI01010001010000000000000515BI0100001357 | 4000 | 1000 nos. |
| 246 | 246 | P&F GI pipes class-B (External work) With GI fittings(IS:1239 mark) including trenching and refilling earth etc. 25mm dia nominal bore. | BI01010001010000000000000515BI0100001358 | 20 | mtr. |
| 247 | 247 | Making connection of G.I. distribution branch with G.I. main including all fitting.Up to 25 mm dia. | BI01010001010000000000000515BI0100001359 | 1 | Nos. |
| 248 | 248 | P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 25 mm nominal bore. | BI01010001010000000000000515BI0100001360 | 6 | Nos. |
| 249 | 249 | P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design.:- 500 litres capacity. | BI01010001010000000000000515BI0100001361 | 500 | Ltr. |
| 250 | 250 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in 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 (including the cost of cement mortar bed 1:4). | BI01010001010000000000000515BI0100001362 | 60 | Sqm |
| 251 | 251 | Electrical Works | BI01010001010000000000000515BI0100001363 | ||
| 252 | 252 | Wiring of light point/ fan point / exhaust fan point/ call bell point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq.mm FR PVC insulated unsheathed flexible earth copper conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit and its accessories , 18 SWG M.S. Box with earthing terminal, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections testing etc; as required - G-1 Short point ( up to 3 mtrr.) | BI01010001010000000000000515BI0100001364 | 5 | P. point |
| 253 | 253 | Medium point ( up to 6 mtrr.) | BI01010001010000000000000515BI0100001365 | 11 | P. point |
| 254 | 254 | Long point ( up to103 mtrr.) | BI01010001010000000000000515BI0100001366 | 3 | P. point |
| 255 | 255 | Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit and its accessories , 18 SWG M.S. Box with earthing terminal, 6 A socket 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections testing etc; as required - G-1 On boartd | BI01010001010000000000000515BI0100001367 | 3 | P. point |
| 256 | 256 | Supplying and drawing RC PVC insulated & unsheathed flexible copper conductor ISI marked ( IS:694) of 1.1 KV grade and approved make in existing surface of recessed conduit/casing capping including making connections etc. as required. Group-1 2 x 1.5 sq. mm | BI01010001010000000000000515BI0100001368 | 10 | Mtr |
| 257 | 257 | 2 x 2.5 sq. mm | BI01010001010000000000000515BI0100001369 | 10 | Mtr |
| 258 | 258 | Supplying and fixing of power plug point accessories on 18 SWG metal box of size 175x100x60 mm on surface or in recessed with suitable size phenolic larninated sheet cover including cost of 6 pin 16 amp. Switch and socket outlet making connection, testing etc as required | BI01010001010000000000000515BI0100001370 | 2 | Each |
| 259 | 259 | P & F 240/415 V MCB of breaking capacity not less than 10 KV ( B/C/D tripping characteristic) ISI marked IS:8828 (1998)/conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. Group-1 6 A to 32 A rating | BI01010001010000000000000515BI0100001371 | 3 | Each |
| 260 | 260 | P & F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board/ sheet including making connections with lugs, testing etc. as required Group-1 30 A/ 40 A rating | BI01010001010000000000000515BI0100001372 | 1 | Each |
| 261 | 261 | P & F Recessed/Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with copper bus bar, shorting link, neutral link, earth link and din bar, conforming to IS 13032 & IS8623 including making internal DB terminatyions with coppper lugs, testing etc; as required 6 Way | BI01010001010000000000000515BI0100001373 | 1 | Each |
| 262 | 262 | P & F ISI marked flush type 120/280 watt rotary step fan regulator including making connection testing etc. as required. | BI01010001010000000000000515BI0100001374 | 4 | Each |
| 263 | 263 | P & F TP&N 415 V AC-23A front handle operated switch disconnector fuse unit cubical type, without metallic enclosure, confirming to IS-13497 P-III in existing panel (W/O HCBC fuses) including making connections with lugs, testing etc. as required. Group-132 A rating | BI01010001010000000000000515BI0100001375 | 1 | Each |
| 264 | 264 | 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 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and brick masonary finished chamber covered with ferro cement cover CI frame of size 300 mm x 300 mm complete with alternate layers of sals charcol / coke, testing of earth resistance as rquired. | BI01010001010000000000000515BI0100001376 | 1 | Each |
| 265 | 265 | 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. | BI01010001010000000000000515BI0100001377 | 10 | Mtr. |
| 266 | 266 | P & F 18 swg M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side . | BI01010001010000000000000515BI0100001378 | 4 | Each |
| 267 | 267 | P & F Star rated double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. 1200 mm Sweep 5 Star rated | BI01010001010000000000000515BI0100001379 | 2 | Each |
| 268 | 268 | P&F of Double ball bearing, capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible copper conductor ,making connections, testing etc. as required. 300 mm sweep | BI01010001010000000000000515BI0100001380 | 1 | Each |
| 269 | 269 | P & F strip type fluorscent tube fitting fabricated from (CRCA sheet and finished with powder coating / stove enamelled paint) / (extruded non corrosive UV resist EP channel) complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube). 1 X 36 Watts with OCCB | BI01010001010000000000000515BI0100001381 | 5 | Each |
| 270 | 270 | P & F Flucrscent tube rod in existing fixtures as required. Group-1 36/40 Watts | BI01010001010000000000000515BI0100001382 | 5 | Each |
| 271 | 271 | Wiring for sub mains ISI marked ( IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWS G.I. Support wire duty clipped etc. as required. Group-1 4.0 sq. mm | BI01010001010000000000000515BI0100001383 | 10 | Mtr. |
| 272 | 272 | Development of Head works- ROAD | BI01010001010000000000000515BI0100001384 | ||
| 273 | 273 | 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). | BI01010001010000000000000515BI0100001385 | 12 | Cum |
| 274 | 274 | 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 | BI01010001010000000000000515BI0100001386 | 120 | Sqm |
| 275 | 275 | 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. | BI01010001010000000000000515BI0100001387 | 120 | Sqm |
| 276 | 276 | 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 | BI01010001010000000000000515BI0100001388 | 21 | Cum. |
| 277 | 277 | 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). | BI01010001010000000000000515BI0100001389 | 7 | Cum. |
| 278 | 278 | 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) | BI01010001010000000000000515BI0100001390 | 16.15 | Cum. |
| 279 | 279 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . | BI01010001010000000000000515BI0100001391 | 125 | Sqm. |
| 280 | 280 | 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). | BI01010001010000000000000515BI0100001392 | 125 | Sqm |
| 281 | 281 | Dry brick pitching in proper bond with bricks of class designation 75. | BI01010001010000000000000515BI0100001393 | 35 | Cum |
| 282 | 282 | 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. | BI01010001010000000000000515BI0100001394 | 50 | Mtr/ |
| 283 | 283 | (II) SIGNAGE BOARD | BI01010001010000000000000515BI0100001395 | ||
| 284 | 284 | 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. | BI01010001010000000000000515BI0100001396 | 1 | Each |
| 285 | 285 | 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 | BI01010001010000000000000515BI0100001397 | 1 | Each |
| 286 | 286 | (III) ELECTRIC WORK | BI01010001010000000000000515BI0100001398 | ||
| 287 | 287 | 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. | BI01010001010000000000000515BI0100001399 | 300 | RM |
| 288 | 288 | 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 | BI01010001010000000000000515BI0100001400 | 4 | Each |
| 289 | 289 | 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. | BI01010001010000000000000515BI0100001401 | 4 | Each |
| 290 | 290 | 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. | BI01010001010000000000000515BI0100001402 | 4 | Mtr/ |
| 291 | 291 | 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. | BI01010001010000000000000515BI0100001403 | 4 | Nos |
| 292 | 292 | Construction/Rejuvenation of Boundary wall - (PART-A WALL) | BI01010001010000000000000515BI0100001404 | ||
| 293 | 293 | Earth work in excavation in foundation, trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 M including taking out the excavated soil and dressing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 M in all kind of soil. | BI01010001010000000000000515BI0100001405 | 36 | Cum |
| 294 | 294 | 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). | BI01010001010000000000000515BI0100001406 | 6 | Cum |
| 295 | 295 | 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) | BI01010001010000000000000515BI0100001407 | 20 | Cum |
| 296 | 296 | Brick masonary in super structure with brick of class designation 75 in cement mortar 1:6 upto 4.5M height above plinth level. | BI01010001010000000000000515BI0100001408 | 20 | Cum |
| 297 | 297 | Cement plaster on new surface on walls with cement bajri mortar 1:4 including finishing of corners the complete 12mm thick in one coat. | BI01010001010000000000000515BI0100001409 | 1600 | Sqm |
| 298 | 298 | Finishing wall with water proffing cement paint of approved brand and manufacture and of required shade to give an even shade including all scaffolding new work 3 or more coals. | BI01010001010000000000000515BI0100001410 | 1600 | Sqm |
| 299 | 299 | 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. | BI01010001010000000000000515BI0100001411 | 28.5 | Cum. |
| 300 | 300 | Filling avilable 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 upto 50 meters and lift upto 1.5 meter. | BI01010001010000000000000515BI0100001412 | 300 | Cum |
| 301 | 301 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 meters (stacks of cleaned bricks ahall be measured): From brick work in Cement mortar. | BI01010001010000000000000515BI0100001413 | 3500 | Nos. |
| 302 | 302 | Providing and laying damp-proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1% solution of water-proof compound including two coats of hot blown bitumen ( 2 Kg. per Sqm) complete as per specification with glass strip 3mm thick at a distance of 1m. interval:50mm thick | BI01010001010000000000000515BI0100001414 | 35 | Sqm |
| 303 | 303 | Less :- Recovery of useable bricks | BI01010001010000000000000515BI0100001415 | 3500 | Nos. |
| 304 | 304 | RCC GATE PILLAR & MAIN GATE | BI01010001010000000000000515BI0100001416 | ||
| 305 | 305 | Earth work in excavation in foundation, trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 M including taking out the excavated soil and dressing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 M in all kind of soil. | BI01010001010000000000000515BI0100001417 | 5 | Cum |
| 306 | 306 | 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). | BI01010001010000000000000515BI0100001418 | 0.5 | Cum |
| 307 | 307 | Reinforced cement concrete work in wall (any thickness )including attached plasters, buttresses, plinth and sting courses, sill etc; columns, pillars, pears, abutments, posts and structs etc;upto from three level including curing compaction finishing with rendering in cement sand mortar 1 : 3 (1cement : 3 coarse sand) and making good the joints, excluding cost of centering and shuttering and reinforcement M-25 grade mix 1 : 1 : 2 (1 cement : 1 coarse sand : 2 graded stone agg. 20mm nominal size.) | BI01010001010000000000000515BI0100001419 | 1.8 | Cum |
| 308 | 308 | 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: Walls (any thickness) including attached pilasters, buttresses, plinth and string course. | BI01010001010000000000000515BI0100001420 | 6 | Sqm |
| 309 | 309 | 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 three level. Hot rolled deformed bars (IS : 1139) | BI01010001010000000000000515BI0100001421 | 102 | Kg |
| 310 | 310 | 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). | BI01010001010000000000000515BI0100001422 | 10 | Sqm |
| 311 | 311 | Painting with enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. | BI01010001010000000000000515BI0100001423 | 30 | Sqm |
| 312 | 312 | Providing and fixing steel gate grating & grills made of square, rectangular hollow tubelar sections or other flats black pipe with hold fast & fittings complete as per design & drawing including cutting welding & fabrication with priming coat of red oxide. | BI01010001010000000000000515BI0100001424 | 450 | Kg |
| 313 | 313 | Structural steel work welded in built up tubelar sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels. | BI01010001010000000000000515BI0100001425 | 40 | Kg |
| 314 | 314 | Operation and maintenance of water supply schemes | BI01010001010000000000000515BI0100001426 | ||
| 315 | 315 | 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. | BI01010001010000000000000515BI0100001427 | 48 | Per Month |
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