Public Health Engineering Department-PHED has published Execution Of Works Required For Providing Functional House Hold Tap Connection Including Construction Of Esr, Pipe Line Work, Supply And Installation Of Pumping Machinery & Making House Hold Connection In Village Mathaniya As Per Jjm Guide Line With One Y. Submission Date for this Tender is 13-07-2021. Pumping Machiney Tenders in Jodhpur Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work Execution of works required for providing functional house hold tap connection including Construction of ESR, Pipe Line work, supply and installation of pumping machinery & making house hold connection in village Mathaniya as per JJM guide line with one year defect liability period and hand over the system to VWHSC of village | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of RCC OHSR Work\nPHED 2019 / Cp-3/ 3.3 to 3.3.3.2 Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . | 1 | Litre | |
| 2 | 2 | NOte - The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow and bypass arrangement. | 1 | Litre | |
| 3 | 3 | Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. | 1 | Litre | |
| 4 | 4 | 300 KL capacity (2 Nos.) | 600000 | Litre | |
| 5 | 5 | For staging 20 Mtr add 5% | 600000 | Litre | |
| 6 | 6 | For foundation on SBC 7 MT/sqm applicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5% | 600000 | Litre | |
| 7 | 7 | PHED BSR 2020 /3.6 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | 1 | Mtr | |
| 8 | 8 | 100 mm | 60 | Mtr | |
| 9 | 9 | 200 mm | 130 | Mtr | |
| 10 | 10 | 250 mm | 70 | Mtr | |
| 11 | 11 | PHED BSR 2020 /6.8 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | 1 | Each | |
| 12 | 12 | 100 mm dia | 2 | Each | |
| 13 | 13 | 150 mm dia | 2 | Each | |
| 14 | 14 | 200 mm dia | 8 | Each | |
| 15 | 15 | 250 mm dia | 2 | Each | |
| 16 | 16 | 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. Rates for RCC Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II . | 1 | Each | |
| 17 | 17 | 300 KL capacity | 300000 | Mtr | |
| 18 | 18 | 14.3( PWD BSR Jodhpur) Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead. old CWR ,pump room and structure at H/W | 50 | Cum | |
| 19 | 19 | Pipe Line Work\nPHED BSR 2020 1.4 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \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 may be in coil or straight length in 6 M/12 M.\nHDPE PE-80 PN-6 | 1 | Mtr | |
| 20 | 20 | 75 mm | 19421 | Mtr | |
| 21 | 21 | 90 mm dia | 14562 | Mtr | |
| 22 | 22 | 125 mm dia | 1365 | Mtr | |
| 23 | 23 | 140 mm dia | 6598 | Mtr | |
| 24 | 24 | 160 mm dia | 2256 | Mtr | |
| 25 | 25 | 180 mm dia | 3858 | Mtr | |
| 26 | 26 | 200mm dia | 3233 | Mtr | |
| 27 | 27 | PHED BSR 2020 / 1.11 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.\nMS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | 3900 | Kg | |
| 28 | 28 | PHED BSR 2020 6.1 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. \nManually Operated CI Sluice valve of Class PN-1.0 | 1 | Each | |
| 29 | 29 | 80 mm | 35 | Each | |
| 30 | 30 | 100 mm | 45 | Each | |
| 31 | 31 | 125 mm | 15 | Each | |
| 32 | 32 | 150 mm | 15 | Each | |
| 33 | 33 | 200 mm | 4 | Each | |
| 34 | 34 | 250 mm | 2 | Each | |
| 35 | 35 | PHED BSR 2020/6.5.2.1 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. \nClass PN 1.6 15 mm S-1 Type | 6 | Each | |
| 36 | 36 | PHED BSR 2020/1.1 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. | 1 | Each | |
| 37 | 37 | 200 mm | 3200 | Each | |
| 38 | 38 | PHED BSR 2020/4.1 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. | 1 | RMT | |
| 39 | 39 | In all type of soil For HDPE pipe line dia up to 110 mm | 33983 | RMT | |
| 40 | 40 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 7963 | RMT | |
| 41 | 41 | For dia of pipe above 150 mm and up to 150 mm nominal | 12547 | RMT | |
| 42 | 42 | RUIDP 19.59.1 to 2 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. | 1 | RMT | |
| 43 | 43 | 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve | 3 | RMT | |
| 44 | 44 | 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve | 11 | RMT | |
| 45 | 45 | PHED BSR 2020 4.2 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. | 515 | Cum | |
| 46 | 46 | PHED BSR 4.3.1 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. | 1 | Cum | |
| 47 | 47 | Bituminous courses | 120 | Cum | |
| 48 | 48 | Granular courses | 730 | Cum | |
| 49 | 49 | PHED BSR 2020 4.4 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. | 345 | CUM | |
| 50 | 50 | PHED BSR 2020 4.5 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, 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. \nM20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 345 | CUM | |
| 51 | 51 | PHED BSR 2020 4.5.2 Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) b) 80 mm thick. | 1282 | Sqm. | |
| 52 | 52 | PHED BSR 2020 4.6 Horizontal directional drilling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including excavation and refilling of drive pit and exit pit as per technical specification and scope of work. | 50 | Mtr | |
| 53 | 53 | PHED BSR 2020 4.7 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.\nApply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. \n300 mm Dia 8 mm thick casing pipe with protective coating.\n | 45 | Mtr | |
| 54 | 54 | PHED BSR 2020 /6.11 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O" ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.\nClass PN 1.0/1.6 200 mm dia | 4 | Each | |
| 55 | 55 | PHED BSR 2020 6.13 Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. \nClass PN 1.6 50 mm | 3 | Each | |
| 56 | 56 | 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 1.0/1.6 200 mm dia.\n | 8 | Each | |
| 57 | 57 | 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. | 1 | Each | |
| 58 | 58 | BFM 150 mm | 2 | Each | |
| 59 | 59 | BFM 200 mm | 6 | Each | |
| 60 | 60 | BFM 250 mm | 2 | Each | |
| 61 | 61 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). | 1 | Each | |
| 62 | 62 | A/S Tee , Bend, Reducer (All End Socketed) \nUpto 300 mm Diameter | 200 | Kg | |
| 63 | 63 | Flange Socket, Spigot, Hy. Tee. \nUpto 300 mm Diameter | 200 | Kg | |
| 64 | 64 | A/F Tee , Bend, Reducer (All End Flanged) \nUpto 300 mm Diameter | 200 | Kg | |
| 65 | 65 | Double Socket Duckfoot Bend \nUpto 300 mm Diameter | 200 | Kg | |
| 66 | 66 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | 20 | Mtr | |
| 67 | 67 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. | 500 | Kg | |
| 68 | 68 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leveL 1:1:2 (1Cement :1 Course Sand :2 Graded stone aggregate 20 mm nominal size | 4 | Cum | |
| 69 | 69 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leveL 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size | 10 | Cum | |
| 70 | 70 | 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). | 5 | Cum | |
| 71 | 71 | Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in :Cement Mortar 1:6 (1-Cement:6-Sand). | 16 | Cum | |
| 72 | 72 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. | 200 | Sqm | |
| 73 | 73 | Pointing on stone masonary in cement sand mortar 1:3 (1-Cement:3-Sand) :Deep grooved pointing | 400 | Sqm | |
| 74 | 74 | 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). | 350 | Sqm | |
| 75 | 75 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete | 175 | Sqm | |
| 76 | 76 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping and priming coat with cement primer. | 175 | Sqm | |
| 77 | 77 | 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. | 2 | Each | |
| 78 | 78 | Using phenol bonded exterior grade particle board instead of Urea bonded, in column No. 7.One side laminated face particle board, in column No. 7 | 9 | Sqm | |
| 79 | 79 | 6mm cement plaster to ceiling of mix 1:3 (1 Cement : 3 fine sand) | 150 | Sqm | |
| 80 | 80 | Dismantling stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. In Cement mortar. | 12 | Cum | |
| 81 | 81 | Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead : Of area exceeding 3 square meter. | 6 | Each | |
| 82 | 82 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster incl. disposal of rubbish to the dumping ground within 50mtr lead | 160 | Sqm | |
| 83 | 83 | Dismantling of flooring with care including stacking of servceable material and diposal of unserviceable material with in 50 Mtr. Lead for Cement concrete flooring. | 100 | Sqm | |
| 84 | 84 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for: Walls (any thickness) including attached pilasters, buttresses, plinth and string course. | 4 | Sqm | |
| 85 | 85 | 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. Thermo Mechanically treated bars | 200 | Kg. | |
| 86 | 86 | Providing precast cement concrete jali, nominal mix 1:2:4 (1-Cement:2-Sand:4-stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia Mild steel wire, including centering 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 up to floor three level. 50 mm thick | 7 | Sqm | |
| 87 | 87 | Pillar masonry including bed plates as per specifications. Bed plate to be paid separately. | 4 | Cum | |
| 88 | 88 | Supplying and fixing machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges: Kota stone 25 to 30 mm thick. | 20 | Sqm | |
| 89 | 89 | Providing and fixing 30 to 40 mm thick stone chajjas in cement sand mortar 1:4 including making gola at junction with wall in cement concrete M-15 grade (1:2:4 nominal mix), drip course : Pointing both faces in CM 1:3 with an admixture of pigment matching the stone shade. | 2 | Sqm | |
| 90 | 90 | Providing and fixing Ist quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 colour such as white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slsurry including nicely finished joints using water proof joint filler power and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). | 9 | Sqm | |
| 91 | 91 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formaldehye resin, in glue both sides with approved steel fittings complete as per Annexure ‘A’ IS 2202 (Part I & II) 1999/1983. Commercial Veneer both side 40 mm thick shutter | 5.5 | Sqm | |
| 92 | 92 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:3:6 (1-Cement:3-coarse sand:6-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | 150 | Kg. | |
| 93 | 93 | Providing and fixing pressed steel mitred door frames manufactured from commercial mild steel sheet of 1.25 mm (16 gauge) thickness including hinges jamb, lock jamb, head and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile 'B' | 30 | Mtr. | |
| 94 | 94 | 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. | 50 | Kg. | |
| 95 | 95 | Providing & fixing MS sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of Engineer incharge but excluding cost of chokhats including two coats of anti corrositve red oxide primer panit. MS sheet 18 SWG | 5 | Sqm | |
| 96 | 96 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance.\n\n | 4 | Sqm | |
| 97 | 97 | Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4) including finished with cement mortar 1:3 as per standard design. | 50 | Mtr. | |
| 98 | 98 | Providing and fixing 20 mm thick terrazo tile over roofing fixed in cement mortar 1:4 over bed of 25 thick. | 30 | Sqm | |
| 99 | 99 | 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 900 Sq. Cm : (A) 25 mm thick slab. | 100 | Sqm | |
| 100 | 100 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in R.C.C. slab / stone slab roofing including cutting chase and making good and painting exposed portion of the clamps complete: In existing roof. | 2 | Each | |
| 101 | 101 | Labour charges for repair of wooden double leaf door including cutting old damaged wood, panel, chieselling and refixing including screws etc. complete in all respect as per direction of Engineer incharge. Excluding cost of material. | 3 | Each | |
| 102 | 102 | Repair to damaged RCC slabs, beams and columns etc for strengthening with cement mortar 1 : 3 in following steps\ni) Choping loose and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried.\nii) Applying Epoxy primer on the exposed steel bars.\niii) Applying Epoxy hardener and resin mix (as per manufectured's specification) on concrete and steel bars with brush.\niv) Spreading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.\nv) Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.\nvi) Cure the plastered surface for 15 days | 4 | Sqm | |
| 103 | 103 | Demolishing cement concrete including disposal of material within 50 meter lead : 1:4:8 or leaner mix. | 5 | Cum | |
| 104 | 104 | Dismantling of flushing cistern of any size including stacking of useful material near the site and disposal of unserviceable material within 50 meter lead. | 2 | Each | |
| 105 | 105 | Grading roof water proofing treatment with : Cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded stone aggregate 20mm nominal size). | 10 | Cum | |
| 106 | 106 | Providing and fixing on wall face CI rain water pipes including filling the joint with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1-Cement:2-fine san): 75mm diameter. | 10 | Mtr. | |
| 107 | 107 | Providing and fixing on walls face CI accessories for rain water pipes incl. filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand). CI Plain Bend. 75mm diameter. | 4 | Each | |
| 108 | 108 | CI head flat or corner type bend. 75mm diameter. | 2 | Each | |
| 109 | 109 | P & F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS:2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor : Size 580x440 mm. | 2 | Each | |
| 110 | 110 | Labour charges for removing WC Pan (any type) of all sizes with care incl. all necessary fittings P or S trap | 2 | Each | |
| 111 | 111 | P & F Ist quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. complete. Flat Back (small) size 440x265x315 mm. | 1 | Each | |
| 112 | 112 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 450 mm x 300 mm. | 1 | Each | |
| 113 | 113 | P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors : (a) Exposed on wall | 1 | Each | |
| 114 | 114 | 15 mm dia nominal bore. | 10 | Mtr. | |
| 115 | 115 | 25 mm dia nominal bore. | 10 | Mtr. | |
| 116 | 116 | 50mm dia nominal bore. | 10 | Mtr. | |
| 117 | 117 | (b) Concealed pipe in wall incl. with anticorrosive bitumen paint. 15 mm dia nominal bore. | 10 | Mtr. | |
| 118 | 118 | 20 mm dia nominal bore. | 10 | Mtr. | |
| 119 | 119 | 25 mm dia nominal bore. | 10 | Mtr. | |
| 120 | 120 | P & F Pillar Cocks (IS:8934 Mark) of superior quality and approved make : C.P. Pillar cock 15 mm dia nominal bore. | 2 | Each | |
| 121 | 121 | P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : Brass 400 gm. 15 mm nominal bore. | 2 | Each | |
| 122 | 122 | P & F Stop cock (IS:8931 Mark) superior quality & of approved make : Brass 400 gm. 15 mm nominal bore. | 2 | Each | |
| 123 | 123 | P & F Sink Cocks of superior quality & approved made: C.P. Sink cock Casted Spout 15 mm. | 2 | Each | |
| 124 | 124 | P & F Push Cock superior quality, of approved make. C.P. Brass 15 mm. | 2 | Each | |
| 125 | 125 | P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete : Brass wt. 400 gm, 15 mm. | 2 | Each | |
| 126 | 126 | 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. | 1 | Each | |
| 127 | 127 | Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1.1 excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete. 100mm dia | 10 | Mtr | |
| 128 | 128 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, pvc bushes, check nuts, zinc plated / brass screws, cup washers, making connections, testing etc. as required. | 1 | P. point | |
| 129 | 129 | Short point (up to 3 mtr.) | 5 | P. point | |
| 130 | 130 | Medium point (up to 6 mtr.) | 5 | P. point | |
| 131 | 131 | Long point (up to 10 mtr..) | 5 | P. point | |
| 132 | 132 | Wiring of twin control light / Fan / Call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & it's accessories, round tles,18 SWG M.S. box with earth terminal, 6 A two way switch, 3.0 mm thick ISI marked phenolic laminated sheet,pvc bushes, check nuts, zinc plated / brass screws, cup washers, making connections, testing etc. as required. | 1 | P. point | |
| 133 | 133 | Short point (up to 3 mtr.) | 5 | P. point | |
| 134 | 134 | Medium point (up to 6 mtr.) | 5 | P. point | |
| 135 | 135 | Long point (up to 10 mtr..) | 5 | P. point | |
| 136 | 136 | Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & it's accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth terminal, 6 A switch, 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet, pvc bushes, check nuts, zinc plated / brass screws, cup washers, making connections, testing etc. as required. | 1 | P. point | |
| 137 | 137 | On board | 5 | P. point | |
| 138 | 138 | Short point (up to 3 mtr.) | 5 | P. point | |
| 139 | 139 | Medium point (up to 6 mtr.) | 5 | P. point | |
| 140 | 140 | Long point (up to 10 mtr..) | 5 | P. point | |
| 141 | 141 | S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit along with accessories in surface / recessed using saddles, clamps, fastener pvc bushes, check nuts, as required including cutting the wall and making good the same as required. 25 mm | 50 | R. mtr. | |
| 142 | 142 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & it's accessories, round tiles,Hot Dipped Galvanized Modular Box of 20 SWG with earth terminal, 6 A Modular switch,Modular plate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. | 1 | P. point | |
| 143 | 143 | Short point (up to 3 mtr.) | 5 | P. point | |
| 144 | 144 | Medium point (up to 6 mtr.) | 5 | P. point | |
| 145 | 145 | Long point (up to 10 mtr..) | 5 | P. point | |
| 146 | 146 | 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 | Mtr. | |
| 147 | 147 | 1 x 1.5 sq.mm | 40 | Mtr. | |
| 148 | 148 | Supplying and drawing PVC jacketed with annealed bare copper inner conductor & tinned copper conductor shielding foam PE dielectric coaxial cable of approved make in existing surface or recessed conduit/casing capping including making connections as required. | 1 | Mtr. | |
| 149 | 149 | RG - 6 | 40 | Mtr. | |
| 150 | 150 | RG -11 | 30 | Mtr. | |
| 151 | 151 | Supplying and fixing of power plug point accessories on 18 SWG metal box of size 175 x 100 x 60 mm. on surface or in recessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp. Switch and socket outlet , making connection , testing , etc. as required. | 10 | Each | |
| 152 | 152 | P/Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required. 1.5 Sq.mm 3 core flat / Round | 10 | Mtr. | |
| 153 | 153 | Supplying and fixing of power plug point Modular accessories on hot dipped galvanized modular on surface or in recessed with suitable size of grid plate with cover plate including cost of modular 16 amp. Switch and socket outlet , making connection , testing , etc. as required. | 10 | Each | |
| 154 | 154 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201 By mechanical Means . A. In area of light jungle | 1 | Hectare | |
| 155 | 155 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In ordinary Soil Manually, with lift upto 0.5m, combined lead upto 50 metres including breaking of clods. | 160 | Cub | |
| 156 | 156 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-I with CBR value not less than 30. to attain 100% proctor density. | 30 | Cub | |
| 157 | 157 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually,all complete as per MORTH specification Clause 408. Using Concrete Mixer | 15 | Mtr. | |
| 158 | 158 | Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound. | 15 | Mtr. | |
| 159 | 159 | Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work. | 3 | Sqm. | |
| 160 | 160 | Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means).By Manual Means | 1 | Cum | |
| 161 | 161 | Grading II , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. ( Hand broken) Stone screening type 'B' | 12 | Cum | |
| 162 | 162 | Grading III, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B' | 12 | Cum | |
| 163 | 163 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-30 Grade ) over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. | 20 | Cub | |
| 164 | 164 | Providing and fixing of Precast concrete interlocking blocks of manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS : 6717-2001. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lift, lifts & taxes general specifications of blocks.1. Shape : As specified by Engineer-in-charge.2. Tensile splitting strength and breaking load as per BS : 6717-2001 3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm. 5. Variation in thickness : Less than 3.2mm b) 80mm thick | 100 | Sqm | |
| 165 | 165 | PHED BSR 2020/5.1.1.2 .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.\nCentrifugal Monoblock Pump set (Single Stage) 20.0 HP | 4 | Each | |
| 166 | 166 | Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer 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. 1.0 HP | 1 | Each | |
| 167 | 167 | STAR DELTA STARTER 25.0 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \n O/G- MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) | 2 | Each | |
| 168 | 168 | 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.11 to 20 KVAR | 2 | Each | |
| 169 | 169 | FHTC work \nPHED BSR 2020 1.19 Providing service connection as per technical specification and standard drawing as per relevant IS code (amended upto date) from all kind of water mains up to consumer Meter/ premises (completed job) this job includes digging out suitable size of pets and trench for laying service line in all kind of soil including demolition of cement concrete wbm, black top etc. of all thickness; cutting of CC road / Jhiri by using a concrete cutter machine; depositing and refilling of pit and Jhiri with watering and ramming/ compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 metre; providing and 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 4.0 mm (ISI) make gun metal 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 pipe 15mm dia class B (ISI Mark) above ground level in the premises for fixing tap ( maximum lenth with flashing, cleaning, disinfecting and testing of pipe line complete required fo mtr.)P &f service connection complete in all respect including mm 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, disinfection and testing of pipe line complete requried for making of service connection complete in all respect including labour charges. in addition to the ferrule and orifice of 4 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection of VWSE,PHED and any other authorty which would be like to be 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 Shal be 20 cm. For detailed specification of MDPE pipeS please refer section technical specifications of bid document. general specification of mdpe pipe shall be under: The raw material Shal be virgin PE-80 blue compound any comply with the requirement of ISO/directive of testing material; 9080 with minimum required of strength of 8 kg/ per cm. The raw material shall be Food grade quality pressure rating Shall be 12.5 bar. The Pipe Shal bear iso marking | 1 | Each | |
| 170 | 170 | Average length up to 05 mtr 20mm dia MDPE pipe.and 02 mtr 15mm GI Pipe Class B | 1927 | Each |
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