Public Health Engineering Department-PHED has published Work Of Conversion Of Various Rural Water Supply Scheme To Provide Fhtcs Including One Year Defect Liability Period Of 38 Villages Under Sub Dn . Rural Dholpur Under Jjm In The Jurisdiction Of Phed Division Dholpur Distt . Dholpur .. Submission Date for this Tender is 23-06-2021. Water Supply Project Tenders in Bharatpur Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-Jun-2021 | Addendum | Technical Bid | 23-06-2021 |
| Name of Work: Work of Conversion of various RWSS to provide FHTCs including one year Defect Liability period of 38 Villages under Sub Dn. Rural Dholpur under JJM in the jurisdiction of PHED Division Dholpur Distt. Dholpur. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0 | Tube well | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it's packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it's primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. | BI01010001010000000000000515BI0100001114 | ||
| 3 | 2 | Nominal bore 200 mm dia. | 6530 | mtr. | |
| 4 | 3 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes | |||
| 5 | 4 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 6603.5 | mtr. | |
| 6 | 5 | Construction of tube well after completion of drilling by rotary method & upto 150 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. | |||
| 7 | 6 | Nominal bore 200 mm dia. | 7750 | mtr. | |
| 8 | 7 | Labour charges for making slots on blank pipes made of ERW MS black pipe of following sizes, the slotting should be as per IS:8110-2000 or as amended up to date. 200 mm dia nominal bore. | 2676 | M | |
| 9 | 8 | Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well. | 1354 | Hrs. | |
| 10 | 9 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.200 mm dia | 94 | no | |
| 11 | 10 | Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. including 01 no standby submersible motor pump sets (225 LPM, 90m Head; 10 HP; ) | |||
| 12 | 11 | 7.5 KW (10 HP) & head up to 120 mtr. | 172.5 | KW | |
| 13 | 12 | 12.5 KW (10 HP) & head up to 120 mtr. | 662.43 | KW | |
| 14 | 13 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. | 94 | no. | |
| 15 | 14 | Providing & Lowering in tubewell ISI marked HDPE pipe as per IS 4984:1995 or amended upto date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended upto date, along with clamping of submersible cable etc. 90 mm dia complete in all respect. (including pvc Rope 18 sq mm) | 7135 | mtr. | |
| 16 | 15 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. | 94 | no. | |
| 17 | 16 | P & F GI pipes (External works) with GI fittings (IS:1239 Mark) including trenching & refilling earth etc. | |||
| 18 | 17 | --do----80 mm dia. | 470 | mtr. | |
| 19 | 18 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes80 mm dia | 94 | no | |
| 20 | 19 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for 440 Volt AC Supply.Above 10 HP and up to 15 HP | 94 | no | |
| 21 | 20 | 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 C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. \n | 94 | no | |
| 22 | 21 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 4.0 Sq.mm | 16920 | mtr. | |
| 23 | 22 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 10.0 Sq.mm, 4 core | 2880 | mtr. | |
| 24 | 23 | Provision for supply & fixing CI DF Sluice Valves with required tail pieces as per API 594 & API 598 (revised up to date) and as per tender document specifications, duly inspected & tested by prevailing inspecting agency of the department as well as to be inspected & tested at Divisional store. The rate includes cost of rubber gasket, nuts & bolts including excavation & dewatering for fixing of valves size: 80 mm PN 1.0 pressure rating | 91 | Nos | |
| 25 | 24 | Stand by motor pump set 7.5 KW | 67.5 | KW | |
| 26 | 25 | Stand by motor pump set 9.33 KW | 400.89 | KW | |
| 27 | 26 | Monoblock submersible pump set 9.33 KW | 18.36 | KW | |
| 28 | 27 | Stand bye Pannel Board UP to 20 HP | 2 | No. | |
| 29 | 28 | Rising Main /Distributionj Main | |||
| 30 | 29 | 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. | |||
| 31 | 30 | 90 mm Dia HDPE Class-PE80 PN 10.0 from New TW-1 To TW 2 | 13350 | Mtr. | |
| 32 | 31 | 110 mm Dia HDPE Class-PE80 PN 10.0 from TW2 To (atal seva kendra ) | 30490 | Mtr. | |
| 33 | 32 | 75 mm dia HDPE Class-PE80 PN 6.0 from New ESR To Entrance od Main village { New addition} | 48987 | Mtr. | |
| 34 | 33 | 90 mm Dia HDPE Class-PE80 PN 6.0 | 69667 | Mtr. | |
| 35 | 34 | 110 mm Dia HDPE Class-PE80 PN 6.0 | 41186 | Mtr. | |
| 36 | 35 | 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.\nSupply of pipe shall be in straight length in 6/12 M. | |||
| 37 | 36 | 140 mm Dia HDPE Class-PE80 PN 10.0 from TW2 To (atal seva kendra ) | 1996 | Mtr. | |
| 38 | 37 | 160 mm Dia HDPE Class-PE80 PN 10.0 from TW2 To (atal seva kendra ) | 12150 | Mtr. | |
| 39 | 38 | 200 mm Dia HDPE Class-PE80 PN 10.0 from TW2 To (atal seva kendra ) | 1750 | Mtr. | |
| 40 | 39 | 225 mm Dia HDPE Class-PE80 PN 10.0 from TW2 To (atal seva kendra ) | 1318 | Mtr. | |
| 41 | 40 | 140 mm dia HDPE Class-PE80 PN 6.0 from New ESR To Entrance od Main village | 3600 | Mtr. | |
| 42 | 41 | 160 mm dia HDPE Class-PE80 PN 6.0 from New ESR To Entrance od Main village | 15807 | Mtr. | |
| 43 | 42 | Providing,Lowering,Laying in trench, aligning,fixing in position and jointing Ductile Iron(DI) ISI marked K-7 grade S&S Pipe 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 special (tee,bends etc.) complete including all material labour , hydraulic Testing & Commissioning (excluding earthwork) as per technical specification and direction of Engineer in charge , with Excise Duty Exemption. Note Providing and fixing of all requisite special as per drawing ,design and layout are inclusive in RM measurement of the item and shall not be paid separately. | |||
| 44 | 43 | 80 mm Dia DI K-7 | 480 | Mtr. | |
| 45 | 44 | 100 mm Dia DI K-7 | 8330 | Mtr. | |
| 46 | 45 | 150 mm Dia DI K-7 | 4590 | Mtr. | |
| 47 | 46 | 200 mm Dia DI K-7 | 8050 | Mtr. | |
| 48 | 47 | 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. | |||
| 49 | 48 | For HDPE pipe line dia up to 110 mm | 206115 | Rmt | |
| 50 | 49 | For HDPE pipe line dia up to 150 mm | 3843 | Rmt | |
| 51 | 50 | In All type of soil | |||
| 52 | 51 | For Dia of pipe line above 150 mm & up to 350 mm | 44913 | Rmt | |
| 53 | 52 | In shoft Rock | |||
| 54 | 53 | For dia of pipe above 150 mm and up to 350 mm nominal. | 5273 | Rmt | |
| 55 | 54 | In hard rock | |||
| 56 | 55 | For Dia of pipe line up to 150 mm | 682 | Rmt | |
| 57 | 56 | Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. | |||
| 58 | 57 | Hard Rock (Blasting Prohibited) useful material 30% | 84.78 | CUM | |
| 59 | 58 | Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or bailng out of water is required, including shoring strutting where required and dewatering. | 84.78 | CUM | |
| 60 | 59 | Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement. | 400 | MTR. | |
| 61 | 60 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 wheel Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as perof Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring,specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand(amended up to date) and of following complete, confirming to IS:14846 (amended up to date) and of following 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-Toxicsuitable 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-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 62 | 61 | 100mm Sluice valves HW | 246 | Nos | |
| 63 | 62 | 125 mm Sluice valve HW | 8 | Nos | |
| 64 | 63 | 80mm Sluice valves HW | 315 | Nos | |
| 65 | 64 | 150mm Sluice valves HW | 85 | Nos | |
| 66 | 65 | 200mm Sluice valves HW | 13 | Nos | |
| 67 | 66 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.6 | |||
| 68 | 67 | 25 mm S-1 Type | 65 | Nos | |
| 69 | 68 | Provision for construction of Sluice valve /Reflux valve Chambers of required size with 230 mm thick Brick masonary walls over 15 mm thick PCC 1:3:6, 20 mm thick plaster in CM 1:4 bothside, 40 mm thick CC 1:2:4 flooring and precast RCC lintel roof covering of required thickness as per approved drawing & design | |||
| 70 | 69 | for 100 mm Sluice valves | 182 | No. | |
| 71 | 70 | Dismantling cement concrete including disposal of material within 50m lead ( 1:3:6 or richer mix) | 7526 | cum | |
| 72 | 71 | Providing & laying in position cement concrete including curing, compaction etc complete in specified grade excluding the cost of centering & shuttering- all works up to plinth level; M 20 grade nominal mix (1:1.5:3) with graded stone aggregate 20 mm nominal size | 7524.4 | cum | |
| 73 | 72 | RCC Reservoir | |||
| 74 | 73 | Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in al type 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 typr ),ventilator with SS screen,lightening arrester,float valve,puddle collar,G.I. pipe railing around walk way and top dome,providing RCC staircase from 4.5mtr height of ground level to top level,chamber for all valves ,providing and applying three coat of cement paint to the external surface of container,food grade epoxy paint to 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 the work GA drawing.The Job include painting the name of the scheme and other details on the reservoir,providing alluminium portable ladder suitable to reach at height of 4.5mtr and any other work related to structure as per the Engineer in charge ,Technical specification and scope of work .the rate indicated below are excluding the cost of pipe, specials and valve required for inlet outlet washout overflow and bypass arrangement. rate for RCC OHSR SBC 10T/sqm seismic zone II and stagging 18 meter. at: Village Maniya @ 18Mt Staging including Gate stair case. | |||
| 75 | 74 | Live Storage Capacity: For Zone-01 100 KL @ 18 m stagging at Rural water supply scheme. | 800000 | Ltr. | |
| 76 | 75 | Live Storage Capacity: For Zone-01 150 KL @ 18 m stagging at Rural water supply scheme | 1.35e+06 | Ltr. | |
| 77 | 76 | Live Storage Capacity: For Zone-01 200 KL @ 18 m stagging at Rural water supply scheme | 1.8e+06 | Ltr. | |
| 78 | 77 | Live Storage Capacity: For Zone-01 250 KL @ 18 m stagging at Rural water supply scheme | 250000 | Ltr. | |
| 79 | 78 | Live Storage Capacity: For Zone-01 300 KL @ 18 m stagging at Rural water supply scheme | 1.5e+06 | Ltr. | |
| 80 | 79 | Live Storage Capacity: For Zone-01 350 KL @ 18 m stagging at Rural water supply scheme | 700000 | Ltr. | |
| 81 | 80 | Live Storage Capacity: For Zone-01 400 KL @ 18 m stagging at Rural water supply scheme | 400000 | Ltr. | |
| 82 | 81 | Live Storage Capacity: For Zone-01 500 KL @ 18 m stagging at Rural water supply scheme | 500000 | Ltr. | |
| 83 | 82 | Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | |||
| 84 | 83 | 100 mm | 1605 | RMT | |
| 85 | 84 | 150 mm | 1803 | RMT | |
| 86 | 85 | 200 mm | 200 | RMT | |
| 87 | 86 | 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 wheel Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as perof Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring,specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand(amended up to date) and of following complete, confirming to IS:14846 (amended up to date) and of following 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-Toxicsuitable 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-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 88 | 87 | 100mm Sluice valves | 68 | Nos | |
| 89 | 88 | 150mm Sluice valves | 72 | Nos | |
| 90 | 89 | 200mm Sluice valves | 4 | Nos | |
| 91 | 90 | Construction of RCC Circular Clear Water Reservoirs of required capacity including excavation in all types of strata,foundation concrete,container walls bottom slab ,top roof/dome ,20mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab,including refilling and disposing of the surplus stuff,,all labour and material charges including providing and fixing of accessories such as M.S./Alluminium ladder/RCC Stair inside and outside,manhole frame and covers,ventilator ,puddle collar, satisfactory hydraulic test and water tightness test as per I.S. code, and providing three coat cement paint to all exposed surface of structure including dome,etc.complete in all respect as per design data ,criteria,obligatory requirement and details specification,scope of work and GA dwawing.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 direction of Engineer in charge ,Technical specification and scope of work at Rwss Maniya the rate indicated below excluding the cost of pipes specials and valve required for inlet outlet washout over flow arrangment | |||
| 92 | 91 | Storage Capacity: up to 100 KL | 930000 | Ltr. | |
| 93 | 92 | Storage Capacity: up to 150 KL | 510000 | Ltr. | |
| 94 | 93 | Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. Note:- The rates for DI/GI double flanged pipes shall be reduced 5%, if used other than OHSR pipes. | |||
| 95 | 94 | 100 MM DI K-7 | 120 | Mtr | |
| 96 | 95 | 150 mm DI K-7 | 60 | Mtr | |
| 97 | 96 | 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 wheel Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as perof Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring,specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand(amended up to date) and of following complete, confirming to IS:14846 (amended up to date) and of following 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-Toxicsuitable 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-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 98 | 97 | 100mm Sluice valves | 30 | Nos | |
| 99 | 98 | 150mm Sluice valves | 15 | Nos | |
| 100 | 99 | Pump House | 0 | ||
| 101 | 100 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect. | 365.25 | Sqm. | |
| 102 | 101 | PART- B ELECTRICAL WORKS | |||
| 103 | 102 | Wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm. nominal size FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq. mm nominal size FR PVC insulated copper earth conductor (IS:694) of approved make in double lock/ ISI marked single lock pvc casing capping & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers , making connections, testing etc. as required. | |||
| 104 | 103 | Short point (up to 3 mtr.) | 45 | Each | |
| 105 | 104 | Medium point (up to 6 mtr.) | 45 | Each | |
| 106 | 105 | Long point (up to 10 mtr..) | 60 | Each | |
| 107 | 106 | 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 like (OCCB, starter, starter seat)/ EB, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required. ( without tube) 1 X 36 Watts with OCCB. | 60 | Each | |
| 108 | 107 | P & F Fluorscent tube rod in existing fixtures as required 36/40 Watts | 60 | Each | |
| 109 | 108 | P&F of Heavy duty capacitor start 900/1400 RPM single phase ISI marked Exhaust fan,IS:2312 marked in existing opening including making connections testing etc. as required. 300 mm sweep(900/1400 RPM) | 30 | Each | |
| 110 | 109 | P & F double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required. (for estimation purpose only) 1400 mm sweep. | 30 | Each | |
| 111 | 110 | P & F IP-66 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made out from powder coated single piece die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required (without lamp) 1 X 250 Watt. | 30 | Each | |
| 112 | 111 | P & F High pressure sodium vapour/ High pressure mercury vapour/ Metal halide/ Halogen lamp as required. 250 Watt. | 30 | Each | |
| 113 | 112 | PART- C Pumping machinary | |||
| 114 | 113 | 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. of 15HP discharge 950 LPM & 36 mt, head at Pump House | 30 | Each | |
| 115 | 114 | 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 wheel Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as perof Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring,specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand(amended up to date) and of following complete, confirming to IS:14846 (amended up to date) and of following 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-Toxicsuitable 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-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 116 | 115 | 100mm Sluice valves HW | 60 | Each | |
| 117 | 116 | Providing, lowering, aligning, fixing in position in pipe line, CI double flange dual plate check valve type check valve and provided with metal to metal seating for raw water and with soft seating for clear water : duly inspected & tested by the prevalling Inspeting agency of the Department as to be inspected and tested at Divisional Store. The rate includes cost of rubber gesket, nuts and bolts, excavation in all type of soils and dewatering for fixing of valves | |||
| 118 | 117 | 100 MM dia. | 30 | each | |
| 119 | 118 | Supplying and Fixing of ISI marked electric feeder panel comprising of suitable rating MCCB,Fully automatic DOL/star delta starter,over load relay,ampere meter with CTs,voltmeter,phase preventor ,suitable starting capacitors,phase indicators,lighting arrangement etc complete suitable for three phase pump set .the panel should have space for energy meter(supplied by DISCOM).All these equipment shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating.panel should be of minimum size 900*600*450 mm with stand (made of angle iron of size 35*35*5 mm) duly bolted/screwed with enclosure box having 4 legs,each legs should be embedded in M-15 cement concrete platform.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200mm from griund level.The panel should have oening of suitable size in front of space for energy meter with glass for meter reading.The operation of panel should be suitable for on 440 Volt AC Supply . ( above 15 HP) | 30 | Nos. | |
| 120 | 119 | Plat Earthing as per IS: 3043 with copper Earth plate of size 600mm*600mm*3.0mm by emboyding 3 to 4m below ground Level with 20mm dia. G.I "B" Class watering pipe including all accessories like nuts and bolt, reducer nipple, wire meshed funnel and C.C. finised chamber cover with hinged type with locking arrangement C.I. frame of size 300mm*300mm Complete with alternate layers of salt and coke/charcoal, Testing of earth resistance as required.. | 15 | Nos. | |
| 121 | 120 | Supplying & Installing 100mm dia sealed diaphragm Bourdon type pressure gauge along with & including all jointing materials range 0 to 10 kg./cm2 Make MARSHAL, H GURUR,MANO METER INDIA only | 30 | each | |
| 122 | 121 | Providing, fabrication of various sizes of M.S. specials like bend, Tee, Reducers, Gap-pieces etc. of 8-10 mm thick sheet including welding, cutting machining, and minimum two coats of epoxy primer & epoxy paint complete job with workshop as per departmental requirement. At site as per site measurements Plain ended Specials | 4500 | Kg | |
| 123 | 122 | Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class "B" confirming to IS: 4064/1 including all materials (including CI/DI fittings & massonary chamber with cover) and making connection with existing pipeline required for Bulk Flow Meter Including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer. | |||
| 124 | 123 | 100 MM dia | 30 | each | |
| 125 | 124 | Switch Board Room | |||
| 126 | 125 | Earth work in excavation in foundation trenches or drains, dressing of sides and ramming of bottoms, lift upto 1.5m including taking out the excavated soil and depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil within a lead of 50 m All kinds of soil | 36.347 | cum | |
| 127 | 126 | Providing & laying cement concrete including curing compaction etc. complete using stone aggregate 40mm nominal size ( crusher broken) in foundation & plinth excluding the cost of shuttering using 1:4:8 mix | 7.989 | cum | |
| 128 | 127 | Randam Rubble stone masonary for foundation & plinth in cement sand mortar 1:5 for walls above 30cm thick | 36.048 | cum | |
| 129 | 128 | Providing & laying damp proof course with cement concrete grade M-15 ( 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 ( 100mm thick ) | 10.24 | sqm | |
| 130 | 129 | Brick masonary in superstructure up to third storey in cement mortar 1:5 with bricks of class designation 75 | 30.279 | cum | |
| 131 | 130 | Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet & slab on bothsides in cement sand mortar 1:4, ralthal, stone kharanja then providing brick kharanja in square pattern 75 to 100mm av. thick in CM 1:4 (in place of lime dhar) with ceiling pointing in CM 1:3 complete as per specifications including P&F 20mm thick plain cement concrete roofing tiles over roofs fixed in 25mm thick cement mortar 1:4 bed complete for span 2.0m to 2.50m | 11.52 | sqm | |
| 132 | 131 | Supplying & fixing stone lintel & bed plate of approved quarry rough dressed in cement sand mortar 1:4 up to 15cm thick | 0.299 | cum | |
| 133 | 132 | Providing & Fixing 30 to 40 mm thick stone chajja in CM 1:4 including making gola at junction with wall in CC M-15 grade ( 1:2:4) nominal mix ,drip course and 20 mm thick plastring in CM 1:6 on both faces | 3.975 | sqm | |
| 134 | 133 | Providing Dab stone over Chajja fixed in CM 1:6 complete ( 80mm thick ) | 1.855 | sqm | |
| 135 | 134 | Half brick masonary in superstructure upto third storey using bricks of designation 75 in cement sand mortar 1:4 | 3.6 | sqm | |
| 136 | 135 | Colour washing of all shades to give an even shade including all scafollding ( New work two or more coats with a base coat of whiting | 111.46 | sqm | |
| 137 | 136 | white washing with lime to give an even shade including all scafollding ( New work three or more coats) | 120.12 | sqm | |
| 138 | 137 | Plaster on new surface of walls in cement sand mortar 1:4 including racking of joints etc. complete fine finished 20mm thick. | 231.454 | sqm | |
| 139 | 138 | Providing gola 75mmx75mm in cement concrete 1:2:4 including finishing with cement mortar 1:3 as per standard design | 19.2 | mtr | |
| 140 | 139 | Supplying & fixing dressed sand or other approved stone shelves, tands 50mm thick in CM 1:3 fine dressed edges | 1.8 | sqm | |
| 141 | 140 | Supplying and fixing rough dressed stone sills, dassa, coping, cornics sriwan, string courses etc. in cement mortar 1:4 including pointing with admixture of pigment matching with stone shades 50mm thick. | 18.295 | sqm | |
| 142 | 141 | Providing & fixing T-iron frames for doors, windows and ventilator of mild steel T- sections, joints mitred and welded with 15x3 lugs 10cm long embeded in cement concrete blocks 15x10x10 cm of 1:3:6 ( 1-cement: 3-coarse sand: 6-stone aggregate 20mm nominal size ) or with wooden plugs & screws or rawl plugs & screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hingesand screws and applying a priming coat of approved steel primer | 60 | kg | |
| 143 | 142 | Providing & fixing M.S. sheet double leaf door shutter in angle iron frame 35x35x5 mm suitabilly diagonally braced with 25x3 mm flat iron above & below lock rail of size 50x5 mm beading extra including all fitting as per direction of Engineer in charge but excluding cost of chokhats; including two coats of anti corrosive red oxide primer paint M.S. sheet 22SWG | 5.04 | sqm | |
| 144 | 143 | Providing & fixing steel glazed doors windows and ventilators shutters of standard rolled steel section joints mitred & welded with steel lugs 13x3 mm, 10 cm long embeded in cement concrete block 15x10x10 cm of 1:3:6 ( 1:cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs & screws or rawl plugs & screws with fixing clips or bolts and nuts as required including providing & fixing of plain glass panes 5 mm thick with copper glazing clips and special sash putty of approved make or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stays etc. as required ( Windows side hung openable ) Brass handles/peg stays shall be provided in place of oxidised steel fittings | 2.52 | sqm | |
| 145 | 144 | Providing & fixing square bars or other flat welded to window, ventilators etc. | 30.849 | kg | |
| 146 | 145 | Supplying & fixing, fixed wire gauge 14mesh 24gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. | 2.52 | sqm | |
| 147 | 146 | Painting with enamil paint of approved brand and manufacture to give an even shade new wood works (two or more coats on new work) | 20 | sqm | |
| 148 | 147 | 25 mm thick fine dressed and machine grinded suface stone flooring over 20mm ( av.) thick base in cement mortar 1:6 with joints finished flush with white sand stone | 11.52 | sqm | |
| 149 | 148 | Boundary wall | |||
| 150 | 149 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | 4802 | RMT | |
| 151 | 150 | Providing and fixing steel, gate, grating and grills made of angles,\ntees, square bars, flats or black pipe with hold fast and fitting\ncomplete as per design and drawing including cutting welding and\nfabrication with priming coat of red oxide and two coat of enamal\npaints. | 11070 | Kg | |
| 152 | 151 | Recharge Structure | |||
| 153 | 152 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it's packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it's primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. | 1640 | Mtr. | |
| 154 | 153 | Supply of ISI Marked UPVC Pipe as per specification & approved make CM Type 125 MM Dia Nominal Bore | 1640 | Mtr. | |
| 155 | 154 | Supply of P gravel as per PHED specification ( For Filter madia ) | 56.18 | cum | |
| 156 | 155 | Supply of P gravel as per PHED specification ( For Filter madia ) | 56.18 | cum | |
| 157 | 156 | Providing & fixing of RCC Precast collar 1000 mm dia and 450mm to 750 mm height as per direction of EIC | 110.7 | mtr. | |
| 158 | 157 | Provision & fixing of RCC Precast cover 75mm thick 1000 mm dia. | 41 | Nos | |
| 159 | 158 | FHTC | |||
| 160 | 159 | Providing service connection as per technical specification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) , valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427 below ground level and GI 15 mm class B (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm.\nFor detailed specifications of MDPE pipes please refer section "Technical Specifications" 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 8 Kg/sq.cm.\n• The raw material shall be Food grade quality \nPressure rating shall be 16 Bar.\n• The pipes shall bear ISO marking.\nAverage length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe\n | 14492 | Nos. | |
| 161 | 160 | Survey of all properties, preparation of GIS based consumer mapping of consumer water connection database, plotting assets on GIS map etc (Satellite image will be provided by the Department) | 13197 | Nos. | |
| 162 | 161 | 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. | 14492 | Nos. |
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