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rural water supply scheme Work Of Various Rwss To Provide Fhtcs Including One Year Defect Liability Period Of 26 Villages Under Block Rajakhera And Dholpur Under Jjm In The Jurisdiction Of Division Dholpur Distt. Dholpur Work Of Various Rwss To Provide, Bharatpur-Rajasthan

Public Health Engineering Department-PHED has published rural water supply scheme Work Of Various Rwss To Provide Fhtcs Including One Year Defect Liability Period Of 26 Villages Under Block Rajakhera And Dholpur Under Jjm In The Jurisdiction Of Division Dholpur Distt. Dholpur Work Of Various Rwss To Provide. Submission Date for this Tender is 27-10-2021. Pipe Laying Tenders in Bharatpur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

29244512
rural water supply scheme Work Of Various Rwss To Provide Fhtcs Including One Year Defect Liability Period Of 26 Villages Under Block Rajakhera And Dholpur Under Jjm In The Jurisdiction Of Division Dholpur Distt. Dholpur Work Of Various Rwss To Provide
Open Tender
Indian
Rajasthan
Bharatpur
27-10-2021

Tender Details

rural water supply scheme Work Of Various Rwss To Provide Fhtcs Including One Year Defect Liability Period Of 26 Villages Under Block Rajakhera And Dholpur Under Jjm In The Jurisdiction Of Division Dholpur Distt. Dholpur Work Of Various Rwss To Provide Fhtcs Including One Year Defect Liability Period Of 26 Villages Under Block Rajakhera And Dholpur Under Jjm In The Jurisdiction Of Division Dholpur Distt. Dholpur

Key Value

Document Fees
INR 10000 /-
EMD
INR 5254160.0 /-
Tender Value
INR 26.27 Crore /-

BOQ Items

Name of Work: Work of various RWSS to provide FHTCs including one year Defect Liability period of 26 Villages under Block Rajakhera & Dholpurunder JJM in the jurisdiction of Division Dholpur Distt. Dholpur.
Sl. No. Item Description
11. Tube well
2Construction 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 strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS: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.
3Nominal bore 200 mm dia.
4Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date offollowing sizes
5200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
6Construction of tube well after completion of drilling by rotary method & upto 150 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.
7Nominal bore 200 mm dia.
8Labour 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.
9Development 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.
10Supply & Fixing tube well coverof 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
11Supply & Installation of 3 phase ISI marked submersible motor pump set offive 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; )
127.5 KW (10 HP) & head up to 120 mtr.
139.3 KW (12.5 HP) & head up to 120 mtr.
14Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.
15Providing & 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. 75 mm dia complete in all respect. (including pvc Rope 18 sq mm)
16Supply & 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.
17P & F GI pipes (External works) with GI fittings (IS:1239 Mark) including trenching & refilling earth etc.
18--do----80 mm dia.
19Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes80 mm dia
20Supply 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 ofminimum 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 for440 Volt AC Supply.Above10 HP upto 15 HP
21Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 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.
22Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 3 core 4.0 Sq.mm
23Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.10.0 Sq.mm, 4 core
24Provision 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
25Stand by motor pumpset 1 nos 7.5kw
26Stand by motor pumpset 1 nos9.3 kw
27Part"A" CIVIL WORK
28Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soil.
29Soak Pit and Pipe line
30Add extra over item No. 1 for every additional lift of 1.5 m or part thereof: In all kind of soils. 1.50 to 3.00 mtr
31Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement.
32Providing & fixing of RCC well of 1000 mm inner dia and 1125 mm outer dia.
33Provision & fixing of RCC precast cover 62.50 mm thick 1125 mm dia.
34Centering & shuttering with plywood or steel sheets including strutting,propping bracing both ways with steel props andremoval of formwork for upto floor five level for: Walls (any thickness) including attached pilasters, buttresses, plinth and string
35Providing & fixing of RCC well of inner dia1000 mm and outer dia.1125 mm.
36Provision & fixing of RCC cover 62.50 mm thick 1125 mm dia.
37Add extra for shuttering in circular work (in respective centering and shuttering items) Vertical wall (Inner & Outer)
38Providing & fixing of RCC well of inner dia1000 mm and outer dia.1125 mm.
39Provision & fixing of RCC cover 62.50 mm thick 1125 mm dia.
40Filling in plinth with river sand under floor
41P/F Rigid PVC pipe fitting of approved quality
42Bend 87.50, 100 mm dia
43PART "B" :- CONSTRUCTION OF BORE WELL
44Construction 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 technicalspecifications, 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
45Nominal bore 125 mm dia
46Providing and Lowering of ISI mark PVC casing pipe conforming to IS : 12818 : 1992 or amended upto date having pressure rating of approved make for TW and DCB with threading winding with superior quality of plastic mesh & rope in three layers with end cap complete.
47125 mm dia NB (Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m)
48Add 10.00% extra on item no. 2.48.2 for screened PVC - U pipe as per IS: 12818:2010
492. Rising/Distribution pipe line
50Providing,Laying, Jointing, Testing & Commissioning HDPE Pipe of grade PE 80 PN 10.0 including cost of HDPE specials as per scope of work and specification as per IS:4984-1995 with latest ammendements including inter connection with existing all types of pipe line with all required specials (Excluding earth work)
5190 mm Dia HDPE Class-PE80 PN 10.0
52110 mm Dia HDPE Class-PE80 PN 10.0
53125 mm Dia HDPE Class-PE80 PN 10.0
54140 mm Dia HDPE Class-PE80 PN 10.0
55160 mm Dia HDPE Class-PE80 PN 10.0
5675 mm dia HDPE Class-PE80 PN 6.0from New ESRTo Entrance od Main village Dayeri { New addition}
5790 mm Dia HDPE Class-PE80 PN 6.0
58110 mm Dia HDPE Class-PE80 PN 6.0
59125 mm Dia HDPE Class-PE80 PN 6.0
60140 mm Dia HDPE Class-PE80 PN 6.0
61160 mm Dia HDPE Class-PE80 PN 6.0
62180 mm Dia HDPE Class-PE80 PN 6.0
63Providing,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 , hydraulicTesting & 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.
64150 mm Dia DI K-7
65200 mm Dia DI K-7
66Earth 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.
67All kind of soil
68Providing, 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:14846wheelWedge 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
6980 mm Sluice valves
70100 mm Sluice valves
71150 mm Sluice valves HW
72Providing, 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
7325 mm S-1 Type
74Provision 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
75for Sluice valves 100 mm
76for Sluice valves 150 mm
77Dismantling cement concrete including disposal of material within 50m lead ( 1:3:6 or richer mix)
78Providing & 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
793. Reservoir
80Construction of RCCCircular 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,includingrefilling and disposing of the surplus stuff,,all labour and material charges including providing and fixing of accessories such as M.S./Alluminiumladder/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 structureincluding 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 workat Rwss Maniya the rate indicated below excluding the cost of pipes specials and valve required for inlet outlet washout over flow arrangment
81Storage Capacity: 75 KL Rwss .
82Storage Capacity: 100 KL Rwss .
83Providing and flxing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended upto date), asvertical 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 testingetc. 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.
84100 MM DI K-9
85150 mm DI K-9
86Providing, 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:14846wheelWedge 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
87100mm Sluice valves
88150mm Sluice valves
89Construction 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 portableladder 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.
90Live Storage Capacity: For Zone-01100 KL@ 18 m staggingat Rural water supply scheme .
91Live Storage Capacity: For Zone-01150 KL@ 18 m staggingat Rural water supply scheme.
92Live Storage Capacity: For Zone-01200 KL@ 18 m staggingat Rural water supply scheme.
93Live Storage Capacity: For Zone-01250 KL@ 18 m staggingat Rural water supply scheme.
94Live Storage Capacity: For Zone-01300 KL@ 18 m staggingat Rural water supply scheme.
95Providing and flxing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended upto date), asvertical 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 testingetc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
96100 mm
97150 mm
98200 mm
99Providing, 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:14846wheelWedge 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
100100mm Sluice valves
101150mm Sluice valves
102200mm Sluice valves
1033.Main pump house
104PART- A CIVIL WORKS
105Construction 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.
106PART- B ELECTRICAL WORKS
107Wiring 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 makein 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 / brassscrews, cup washers ,making connections, testing etc. as required.
108Short point (up to 3 mtr.)
109Medium point (up to 6 mtr.)
110Long point(up to 10 mtr..)
111P & 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.
112P & F Fluorscent tube rod in existing fixtures as required 36/40 Watts
113P&F of Heavy duty capacitor start 900/1400 RPM single phase ISI marked Exhaustfan,IS:2312 marked in existing opening including making connections testing etc. as required. 300 mm sweep(900/1400 RPM)
114P & F double ball bearing capacitor start ceilingfan of approved make complete with regulator and other accessories as required. (for estimation purpose only) 1400 mm sweep.
115P & 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.
116P & F High pressure sodium vapour/ High pressure mercury vapour/ Metal halide/ Halogen lampas required. 250 Watt.
117PART- C Pumping machinary
118Providing, 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
11915 HP discharge 950 LPM & head 36 Mtr.
120Providing, 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:14846wheelWedge 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
121100mm Sluice valves HW
122Providing, 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 Departmentas 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
123100 MM dia.
124Supplying and Fixing of ISI marked electric feeder panel comprising of suitable rating MCCB,Fullyautomatic 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 . ( above15 HP)
125Plat 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..
126Supplying & Installing 100mm dia sealed diaphragm Bourdon type pressure gauge along with & including all jointing materials range 0 to 10 kg./cm2Make MARSHAL, H GURUR,MANO METER INDIA only
127Providing, 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
128Providing, 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 Includingcutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer.
129100 MM dia
1304. Boundary wall
131Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.
132Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as peresign and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints.
1335. Data entryof FHTCs
134Installation of house service connection (Domestic/ commercial category)including prividing & fixing GI/MDPE pipe 15mm nominal dia from distribution branch upto water meter,S&F of water meter(ISI:779 mark) construction of chamber for water meter & making connection from distribution pipe line by fixing CI/MS saddle piece of required size,1/4" ferrule etc. including all material & labour.
1356. house hold connection
136Providing 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. For detailed specifications of MDPE pipes please refer section "Technical Specifications" of bid document. General specifications of MDPE pipes shall be as under: • The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm. • The raw material shall be Food grade quality Pressure rating shall be 12.5 Bar. • The pipes shall bear ISO marking.
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