Tender For Retrofiting Of Rihe Padalgharwadi Rural Water Supply Scheme Tal Mulshi
Tender Value
86.75 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
2 days left
EMD
86752
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pune → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Retrofiting Of Rihe Padalgharwadi Rural Water Supply Scheme Tal Mulshi
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK NO : 3 RAW AND PURE WATER PUMPING MACHINERY Item No.-1a Providing erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V +- 10% 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer’s design. Antitrust stream lined non return valve shall be provided with the pump. Submersible Pump mm dia (with Bronge Impeller) up to stages of category A & B Provide Two set of 5 H.P. 150 mm Dia., 8 stages Submersible Pumps capable of discharging 8.29 L/Sec, against a total head of 24.00 m. One pump will be in operation and other one will be standby With Mechinical Seal . ( Add Rs 8250.00 for Mechinical seal) |
| 2 | Item No.-1b Providing erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V +- 10% 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer’s design. Antitrust stream lined non return valve shall be provided with the pump. Submersible Pump mm dia (with Bronge Impeller) up to stages of category A & B Proposed Two set of 10 H.P. 200 mm Dia. 10 Stages, Submersible Pumps capable of discharging 4.93 L/Sec, against a total head of 83.00 m. One pump will be in operation and other will be standby for Zonr II, III & IV. |
| 3 | Item No.-2a Providing and fixing as per relevant IS specifications CI D/F sluice valves, suitable types of pressure relief valves etc. of following dia.. Including all taxes ( central and local ) transportation upto site of work, unloading, stacking etc. complete. 80 mm Dia. Sluice Valve PN 1 |
| 4 | Item No.-2b Providing and fixing as per relevant IS specifications CI D/F sluice valves, suitable types of pressure relief valves etc. of following dia.. Including all taxes ( central and local ) transportation upto site of work, unloading, stacking etc. complete. 65 mm Dia. Sluice Valve PN 1 |
| 5 | Item No.-2c Providing and fixing as per relevant IS specifications CI D/F sluice valves, suitable types of pressure relief valves etc. of following dia.. Including all taxes ( central and local ) transportation upto site of work, unloading, stacking etc. complete. 80 mm Dia. Reflux Valve PN 1 |
| 6 | Item No.-2d Providing and fixing as per relevant IS specifications CI D/F sluice valves, suitable types of pressure relief valves etc. of following dia.. Including all taxes ( central and local ) transportation upto site of work, unloading, stacking etc. complete. 65 mm Dia. Reflux Valve PN 1 |
| 7 | Item No.-2e Providing and fixing as per relevant IS specifications CI D/F sluice valves, suitable types of pressure relief valves etc. of following dia.. Including all taxes ( central and local ) transportation upto site of work, unloading, stacking etc. complete. 40 mm. Dia. Kinetic Air valve Flanged Type PN 1.00 |
| 8 | Item No.-3a Providing and supplying ISI standard welded G.I. pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. 80 mm Dia G.I. Pipe For 5 HP Pumps. |
| 9 | Item No.-3b Providing and supplying ISI standard welded G.I. pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. 65 mm Dia G.I. Pipe For 10 HP Pumps. |
| 10 | Item No.-4 Providing, fabricating, erecting, M.S. Flanges sleep on type ( all tables) of required size and thickness with both side machined. Up to 300 NB (12 mm Thick) |
| 11 | Item No.-5a Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. 80 mm Dia. |
| 12 | Item No.-5b Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. 65 mm Dia. |
| 13 | Item No.-6 M.S.Specials : Providing , Fixing DI / MS flanged pipes and specials as per detailed specifications attached. 80 to 300 mm dia. |
| 14 | Item No.-7 Providing erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia. G.I. pipe. Pressure gauge shall be installed as directed, with tapping on rising main. Pressure gauge 100 mm Dia.(Black & red marking) |
| 15 | Item No.-8a Supplying & erecting automatic control panel for 3 Ph, 415 volt, a.c. Submersible/centrifugal pump set upto Required consisting of Star Delta starter having relay range 30-50 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc. 2 Sets of 5 HP |
| 16 | Item No.-8b Supplying & erecting automatic control panel for 3 Ph, 415 volt, a.c. Submersible/centrifugal pump set upto Required consisting of Star Delta starter having relay range 30-50 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc. 2 Sets of 10 HP |
| 17 | Item No.-9a Providing , Erecting , Jointing , Commissioning , Testing of cables as per detailed specifications attached. 3 core 2.5 sq.mm. For 5 HP. Pumps. |
| 18 | Item No.-9b Providing , Erecting , Jointing , Commissioning , Testing of cables as per detailed specifications attached. 3 core 4 sq.mm. For 10 HP. Pumps. |
| 19 | Item No.-10 Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP |
| 20 | Item No.-11a D.E. opn jaw fix spanner 12 piece set - 6 - 32mm |
| 21 | Item No.-11b Bi- hexagon ring spanner 12 piece set - 6 - 32mm |
| 22 | Item No.-11c Ball pen hammer with handle 800 gm |
| 23 | Item No.-11d Combination side cutting plier 200 mm KDPE coated |
| 24 | Item No.-11e Adjustable wrench crome vanadium 250 mm - 30 mm |
| 25 | Item No.-11f Pipe wrench stillson pattern carbon steel 450 mm - 60 mm |
| 26 | Item No.-11g Pipe wrench stillson pattern carbon steel 600 mm - 76 mm |
| 27 | Item No.-11h Screw driver Engineering pattern 6 x 300 mm |
| 28 | Item No.-11i Screw driver Engineering pattern 8 x 200 mm |
| 29 | Item No.-11j Screw driver Engineering pattern 5 x 200 mm |
| 30 | Item No.-11k Screw driver Engineering pattern 5 x300 mm |
| 31 | Item No.-11l Screw driver with green neon bulb line tester 3.6 x 60 mm |
| 32 | Item No.-11m Hack saw frame 300 mm sizewith heavy duty blade |
| 33 | Item No.-11n Tool box fabricated from MS sheet of 18 SWG of size 50 x 30 x 30 cm with locking arrangment |
| 34 | Item No.-11o Chain pipe wrench IS 54123 - 210 - 4\\" |
| 35 | Item No.-11p Chain pipe wrench IS 54123 - 210 - 6\\" |
| 36 | Item No.-11q 12 mm size 2 NT capacity wire rope 3 m long with dog bolt 2 nos. |
| 37 | Item No.-12 Providing, erecting triple spur gear type Chain Pully Block Suitable for capacity as below with 6 m. lift complete with load chain and hand chain suitable for above lift tested to 50% over load as per Is 3832 carrying ISI mark. 2 Tonne Capacity |
| 38 | Item No.-13 Providing, erecting Travelling Trolley of capacity as below with 6 m. lift, tested to 50 % over load 2 Tonne Capacity |
| 39 | SUBWORK NO : 4 RAW AND PURE WATER RISING MAIN Item No.-7 Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 160 mm Dia. PVC, Class-O-500PN-12.5. Pipe |
| 40 | Item No.-8a Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi-tion/revision with amendments for Rubber Gaskets. 150 mm Dia. DI, Class-K9. Pipe |
| 41 | Item No.-8b Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi-tion/revision with amendments for Rubber Gaskets. 150 mm Dia. DI, Class-K9. Pipe |
| 42 | Item No.-9a Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-incharge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete 150 mm Dia. DI, Class-K9. Pipe |
| 43 | Item No.-9b Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-incharge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete 150 mm Dia. DI, Class-K9. Pipe |
| 44 | Item No.-10a Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 150 mm Dia. DI, Class-K9. Pipe |
| 45 | Item No.-10b Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 150 mm Dia. DI, Class-K9. Pipe |
| 46 | Item No.-11 Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523.For all types of specials, bends tees etc. |
| 47 | Item No.-12 Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. |
| 48 | Item No.-15 Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxypowder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 50 mm. Dia. Air valve |
| 49 | Item No.-16 Providing and fixing in position air valve shaft including and fixing GI medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee Providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with Providing and making flanged joints wherever required and fixing air valve over the shaft excluding cost of air valve and branch flanged valve tee etc complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached) Foundation on Murum and Harder Strata Upto to 150 mm |
| 50 | Item No.-17 Providing and laying in situ PCC M:150 ( 1:2:4 ) grades of cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding, including dewatering, form-work, compacting and curing, etc. complete. |
| 51 | Item No.-19 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge. 90cm x 60 cm x 120cm |
| 52 | SUBWORK NO : 6 WATER TREATMENT PLANT Item No.-1 0.8 MLD Package Water Treatment Plant Designing (aesthetically), providing, fabricating Package Water Treatment Plant at the shop, transporting to site, installing, testing and commissioning at the site, giving necessary one month's free test and trail run with guarantee for one year, etc. complete. Prefabricated Package Water Treatment Plant comprising following : 1.Rapid mixing channel in M.S. sheets and M.S. baffle. 2.Flocculator not less than 10 minutes detention, in M.S. prefabricated box, flocculation being achieved either by glass pebbles of graded size or PVC tetrapod or equivalent arrangement to ensure good floc formation. 3.Plate or tube settlers of not less than 30 minutes detention in M.S. prefabricated box, the plates / tubes mounted in the settler basin with inclination of not less than 60 degree to horizontal. 4.Rapid sand gravity filter in M.S. prefabricated box with filter sand not less than 500 mm thick, supported on false floor below with polypropylene nozzles spaced at not more than 500 mm centres in either direction. 5.Backwashing, inlet facilities only shall be provided. Department shall provide either ESR giving 8 to 10 M head at filter nozzles or backwash pump, having flow rate of 0.6 Cum per minute per square metre of filter bed. (Limit upto 5.0 M. from W.T.P. face ) Air blowers - Air Blowers are not required for WTP having capacity less than and equal to 3 MLD, for WTP having capacity more than 3 MLD air blowers capacity of delevering 600 LPM per sqm of free air of filter area 0.4 kg/sqcm at underdrain (100% standby) Wash water tank capacity equal to 2 % of designed quantity of filer water in a day + 10% wash water pump with 100 % standby (Minimum 3 HP with all accessories) Backwash with water not less than 0.6 cum/sqm of filter bed area in filter box. Piping of outlet upto sump 6.Laboratory equipments 7.External & Internal electrification 8.TCL solution tank with mixing, carrying and dosing arrangement with piping. 9.Gravity feed gas chlorinator with 100% standby. 10.Four alum storage unit 11.Drainage arrangement 12.Providing room with RCC roof for office and Lab space with necessary water supply & drainage arrangement & internal roads 13.RCC sump of one hour cap.and pump house on it. 14.Internal Road 15.Wire fencing with gate for WTP premises. 16.All civil works for foundation, consisting of raised RCC platform above G.L. or walls in B.B. masonry or UCR masonry shall be provided as per needs at site. 17.Bypass in the form of pipes or M.S. channels included in the design, effecting bypass of such new tank and filter individually or both. (Limit upto 5.0 M. from W.T.P. face) 18.The entire M.S. fabricated tank provided with FRP lining (5 mm thick) to inside face in contact with water epoxy painting- two coats with one coat of primer on outside. The thickness of plates employed shall not be less than 6 mm 19.Alum dosing and mixing arrangements to be provided in twin tanks, each of 8 hours capacity, capable of importing does of 20 ppm with 5% solution. The alum tanks provided with a dose in steps of 5 ppm and entire unit mounted on the top of flocculator / settler box, in the form of prefabricated structure, with access platform and ladder. Alum boxes with FRP lining (5 mm thick) inside and epoxy paint two coats with one coat of primer on outside. 20.Both flocculator and settling basins provided with hopper bottom with slope not less than 45 degrees to the horizontal drain pipes and valves provided to both flocculator and settling basin. 21.Flow ratings to conform following parameters a.Velocities in channels not to exceed 0.6 M./Second. b.Velocities in filter outlet pipes and valves not to exceed 1 M./Second. c.Velocities in interconnecting pipe and controls not to exceed 1M./Second. d.Backwash with air : Not required. e.Backwash with water : Not less than 0.6 M./ Sqm. of filter bed area in filter box. 22.Free board for all units not less than 300 mm |
| 53 | SUBWORK NO : 7 ELEVATED SERVICE RESERVOIR Item No.-1a Capacity -0.76 Lakh Ltrs ESR 12m. Staging at at Gadewadi Providing and constructing RCC Elevated Service Reservoir, based on own design/dept. design of following capacity with RCC staging, consisting of columns, internal and external bracings, spaced vertically at not more than 4meters center to center, including excavation in all type of strata, foundation concrete, cement plaster with water proofing compound to the in side face of the container, including refilling excavation pits/trenches, disposing of surplus excavated stuff within ahead of 50 m. labour charges for lowering, laying/erecting, hoisting and jointing for pipe assembly of inlet, outlet, overflow and bye-pass arrangement, providing and fixing accessories such as M.S.ladder for centering into container, C.I. Manhole frame and cover, water level indicator, lightening conductor, G.I.pipe railing around RCC walkway at bottom of container, and at top as well, providing spiral staircase from ground level to the top roof, B.B.masonary chambers for all valves, domed ventilating shafts, etc. including giving satisfactory water tightness test and providing three coats of snowcem paint to all the exposed surfaces of the structure, including top roof surface, etc. complete. as per design data, criteria, obligatory requirements and as per detailed specifications. The job to including painting the name of scheme and capacity of the reservoir on the external face of vertical wall. 1.The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) 2.The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks. 3.For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. 4.The entire structure shall be in M-300 mix only. 5.Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. 6.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 7.These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. 8.Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300. 9.These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition. 10.All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 11.75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 12.The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work,however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column. 13.For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside. 14.Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item. 15.The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR. 16.The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below 12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre 20 M and above - 4% per metre For 17 M staging height, percentage calculation will be like below : * 12 to 16 M --- 4 x 2 = 8% 16 & 17 M --- 1 x 3% = 3% Total = 11% For 21 M staging height, percentage calculation will be like below : * 12 to 16 M --- 4 x 2 = 8% 16 & 20 M --- 4 x 3% = 12% 20 & 21 M --- 1 x 4% = 4% Total = 24% 17.Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%.Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR). |
| 54 | Item No.-1b Capacity - 0.25 Lakh Ltrs ESR 12 m. Staging Ht. At Padalghar Wadi Providing and constructing RCC Elevated Service Reservoir, based on own design/dept. design of following capacity with RCC staging, consisting of columns, internal and external bracings, spaced vertically at not more than 4meters center to center, including excavation in all type of strata, foundation concrete, cement plaster with water proofing compound to the in side face of the container, including refilling excavation pits/trenches, disposing of surplus excavated stuff within ahead of 50 m. labour charges for lowering, laying/erecting, hoisting and jointing for pipe assembly of inlet, outlet, overflow and bye-pass arrangement, providing and fixing accessories such as M.S.ladder for centering into container, C.I. Manhole frame and cover, water level indicator, lightening conductor, G.I.pipe railing around RCC walkway at bottom of container, and at top as well, providing spiral staircase from ground level to the top roof, B.B.masonary chambers for all valves, domed ventilating shafts, etc. including giving satisfactory water tightness test and providing three coats of snowcem paint to all the exposed surfaces of the structure, including top roof surface, etc. complete. as per design data, criteria, obligatory requirements and as per detailed specifications. The job to including painting the name of scheme and capacity of the reservoir on the external face of vertical wall. 1.The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) 2.The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks. 3.For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. 4.The entire structure shall be in M-300 mix only. 5.Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. 6.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 7.These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. 8.Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300. 9.These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition. 10.All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 11.75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 12.The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work,however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column. 13.For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside. 14.Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item. 15.The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR. 16.The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below 12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre 20 M and above - 4% per metre For 17 M staging height, percentage calculation will be like below : * 12 to 16 M --- 4 x 2 = 8% 16 & 17 M --- 1 x 3% = 3% Total = 11% For 21 M staging height, percentage calculation will be like below : * 12 to 16 M --- 4 x 2 = 8% 16 & 20 M --- 4 x 3% = 12% 20 & 21 M --- 1 x 4% = 4% Total = 24% 17.Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%.Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR). |
| 55 | Item No.-4 Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523.For all types of specials, bends tees etc. |
| 56 | SUBWORK NO : 8 DISTRIBUTION SYSTEM Item No.-1 Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding backfilling, etc. complete. |
| 57 | Item No.-2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-2/259) |
| 58 | Item No.-3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 59 | Item No.-4 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 60 | Item No.-5 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 61 | Item No.-6a Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 140 mm dia. HDPE (6Kg/Cm2) |
| 62 | Item No.-6b Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 110 mm dia. HDPE (6Kg/Cm2) |
| 63 | Item No.-6d Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 75 mm dia. HDPE (6Kg/Cm2) |
| 64 | Item No.-7a Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 140 mm dia. HDPE (6Kg/Cm2) |
| 65 | 140 mm dia. HDPE (6Kg/Cm2) |
| 66 | Item No.-7b Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 110 mm dia. HDPE (6Kg/Cm2) |
| 67 | 110 mm dia. HDPE (6Kg/Cm2) |
| 68 | Item No.-7c Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 90 mm dia. HDPE (6Kg/Cm2) |
| 69 | Item No.-7d Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 75 mm dia. HDPE (6Kg/Cm2) |
| 70 | 75 mm dia. HDPE (6Kg/Cm2) |
| 71 | Item No.-7e Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 63 mm dia. HDPE (6Kg/Cm2) |
| 72 | Item No.-8a Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 140 mm dia. HDPE (6Kg/Cm2) |
| 73 | Item No.-8b Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 110 mm dia. HDPE (6Kg/Cm2) |
| 74 | Item No.-8c Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 90 mm dia. HDPE (6Kg/Cm2) |
| 75 | Item No.-8d Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 75 mm dia. HDPE (6Kg/Cm2) |
| 76 | Item No.-8e Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 63 mm dia. HDPE (6Kg/Cm2) |
| 77 | Item No.-9a Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi-tion/revision with amendments for Rubber Gaskets. 150 mm. Dia. D.I.\\"K7\\" Class |
| 78 | Item No.-9b Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi-tion/revision with amendments for Rubber Gaskets. 100 mm. Dia. D.I.\\"K7\\" Class |
| 79 | Item No.-11a Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-incharge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete 150 mm. Dia. D.I.\\"K7\\" Class |
| 80 | Item No.-11b Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-incharge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete 100 mm. Dia. D.I.\\"K7\\" Class |
| 81 | Item No.-12a Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 80 mm. Dia. G.I.\\"B\\" Class |
| 82 | Item No.-12b Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 65 mm. Dia. G.I.\\"B\\" Class |
| 83 | Item No.-12c Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 50 mm. Dia. G.I.\\"B\\" Class |
| 84 | Item No.-13a Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 150 mm. Dia. D.I.\\"K7\\" Class |
| 85 | Item No.-13b Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 100 mm. Dia. D.I.\\"K7\\" Class |
| 86 | Item No.-14a Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 80 mm. Dia. G.I.\\"B\\" Class |
| 87 | Item No.-14b Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 65 mm. Dia. G.I.\\"B\\" Class |
| 88 | Item No.-14c Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 50 mm. Dia. G.I.\\"B\\" Class |
| 89 | Item No.-15 Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523.For all types of specials, bends tees etc. |
| 90 | Item No.-16 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging. Etc. complete. |
| 91 | Item No.-17a Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 150mm Dia. Sluice Valve PN1.0 |
| 92 | Item No.-17b Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 100mm Dia. Sluice Valve PN1.0 |
| 93 | Item No.-17c Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80mm Dia. Sluice Valve PN1.0 |
| 94 | Item No.-17d Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 65mm Dia. Sluice Valve PN1.0 |
| 95 | Item No.-17e Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 50mm Dia. Sluice Valve PN1.0 |
| 96 | Item No.-18a Lowering laying and jointing in position following C.I D/F sluice valves butterfly valves and Sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. Rate for all calss of valves 150mm Dia. Sluice Valve PN1.0 |
| 97 | Item No.-18b Lowering laying and jointing in position following C.I D/F sluice valves butterfly valves and Sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. Rate for all calss of valves 100mm Dia. Sluice Valve PN1.0 |
| 98 | Item No.-18c Lowering laying and jointing in position following C.I D/F sluice valves butterfly valves and Sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. Rate for all calss of valves 80mm Dia. Sluice Valve PN1.0 |
| 99 | Item No.-18d Lowering laying and jointing in position following C.I D/F sluice valves butterfly valves and Sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. Rate for all calss of valves 65mm Dia. Sluice Valve PN1.0 |
| 100 | Item No.-18e Lowering laying and jointing in position following C.I D/F sluice valves butterfly valves and Sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. Rate for all calss of valves 50mm Dia. Sluice Valve PN1.0 |
| 101 | Item No.-19 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge. 90cm x 60cm x 120cm |
| 102 | Item No.-20 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 225 mm x 300 mm ( 40 Kg ) |
| 103 | Item No.-21 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 104 | Item No.-22a Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc.complete as directed by Engineer in (For MDPE/UPVC Pipe Service Connection on Disribution main) A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe a) 15 mm Service connection With Road Crossing |
| 105 | Item No.-22b Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc.complete as directed by Engineer in (For MDPE/UPVC Pipe Service Connection on Disribution main) A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe b) 15 mm Service connection Without Road Crossing |
| 106 | Item No.-23a Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc.complete as directed by Engineer in (For MDPE/UPVC Pipe Service Connection on Disribution main) B)Household Connection without water meter (With Integrated Saddle & compression Specials) For HDPE/PVC pipe a) 15 mm Service connection With Road Crossing |
| 107 | Item No.-23b Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc.complete as directed by Engineer in (For MDPE/UPVC Pipe Service Connection on Disribution main) B)Household Connection without water meter (With Integrated Saddle & compression Specials) For HDPE/PVC pipe b) 15 mm Service connection Without Road Crossing |
| 108 | Item No.-24a Providing and making GI pipe consumer service connection on GI Distribution main by drilling hole with suitable means, including all labour ,GI Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm/20mm/25mm respective Dia. Heavy duty Brass/ Polyprophylyne (Twin Jacketed ) Ferrule, Male and Female thread adapter Elbow, Bends, couplers,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of minimum 32mm/40mm/50mm respective dia of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fitting, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in charge. a) G.I. Medium With Road Crossing |
| 109 | Item No.-24b Providing and making GI pipe consumer service connection on GI Distribution main by drilling hole with suitable means, including all labour ,GI Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm/20mm/25mm respective Dia. Heavy duty Brass/ Polyprophylyne (Twin Jacketed ) Ferrule, Male and Female thread adapter Elbow, Bends, couplers,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of minimum 32mm/40mm/50mm respective dia of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fitting, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in charge. b) G.I. Medium Without Road Crossing |
| 110 | SUBWORK NO : 9 RUNNING THE SCHEME Item No.- 1 Commissioning running and maintaining the scheme to quantities, rated capacity including maintaining necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme together with training of personnel spared by VWSC and handing over the scheme to VWSC after completion of the above period as directed by Engineer-in-charge For Single Village Without WTP Note:-Required Chemicals to be supplied by VWSC free of cost and electricity bill will also be paid by the VWSC |
| 111 | Item No.- 2 Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
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Upcoming · 2 daysJul 20, 2026
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