Aug.To.Renapur Water Supply Scheme Tq. Renapur And Dist.Latur ( Rena Medium Project ) Under Maharashtra Suvarnajayant Nagrothan Maha Abhiyan Programme
Tender Value
5.93 Crore
Estimated cost
Bid Submission
25 May 2022
0 days left
EMD
2.96 Lakhs
Bank guarantee accepted
Document Fee
16800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
renapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Aug.To.Renapur Water Supply Scheme Tq. Renapur And Dist.Latur ( Rena Medium Project ) Under Maharashtra Suvarnajayant Nagrothan Maha Abhiyan Programme
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-May-2022 | PRE BID MEETING POINT | Other | 25-May-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Sub work No..1 :- Pure Water Rising MainDI K-9200 mm dia ( L= 610 m)Item No.1 :- Providing D.I.pipes (push on joints pressure pipes ofD.I.of following class and Diameters confirming to the Indian Standard specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) including all statutory duties & taxes such as GST levied by GOI and GOM in all respect,Third party inspection charges of TPI Agency approved by MJP including transit insurance, Railway freightunloading from railway wagon, loading into trucks, transportation to departmental stores / site of work, unloading stacking etc. completed as directed by Engineer- in- charge(IS:1536:2001 for pipes and IS 158:1969 & IS 12820:1989 or latest edition/ revision with amendments for rubber gasskets).(IS:8329:2000 latest version) 200mm Dia DI K-9Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 2 | Item No. 2 :- Providing & Supplying ISI Standard D.I. specials and fittings with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland & M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. Pipes including coat of labour, material and transportation to stores /site loading, unloading including all taxes etc. complete as per IS 9523. Specials 80 to 300 mm diaNote :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 3 | Item No.3 :- Supply of C.I. mechanical compression collar coupling suitable for C.I. spun pipes (as per IS-1536/2001) and complete with sealing rubber gasket of SBR, C.I., follower glands and M.S. nut bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538/1993). 200mm Dia DI K-9 |
| 4 | Item No.4 :- 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 epoxy powder 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 |
| 5 | ITEM No. 5 :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard murau,hard murumboulder & W.B.M. road,soft rock and old cement and lime masonry foundation,asphalt road, Hardrock by controlled blasting,Hard rock & concrete road bychiselling , wedging,line drilling by machanical means or by all means other than blasting including trimming and levelling the bed by chiselling where necessaryincluding removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 m |
| 6 | Item No.6 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)200mm Dia DI K-9 |
| 7 | Item No.7 :- 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-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings,labour,etc. complete. 200mm Dia DI K-9 Note :- Only 85% rateshall be payable till satisfactory Hydraulic Testing is given & 15% payment after Hydraulic testing completed. |
| 8 | Item No.8 :- Hydraulic testing of C.I/D.I pipe line to specified pressure including cost of all materials and labour and water for testingfor specified length including cutting,placing end cap making arrangement for filling safe waterusing 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 contractor200mm Dia DI K-9 |
| 9 | Item No.9 :- Providing and fixing in position air valve shaft including providing 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 of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.)b) Foundation in B. C. Soil or Any Other Soil.i) 200mm to 400 mm dia |
| 10 | Item No.10 :- 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.Note :- No payment for refilling of the trenches of pipeline shall be payable till satisfactory hydraulic testing is given. Reexcavation required if any, during testing, shall be done by the contractor at his own cost. |
| 11 | Sub work No.2 :- Pure Water Pumping Machinery (1W +1S ) 12.5HP forShivaji Chowk ESR Q=16.17LPS, H= 30 Mtrs. Item No. 1 :- Submersible monoblock Pump. Providing erecting & commissioning with giving test & trial of Submersible Monoblock Pumpset (with Bronze / Stainless steel (CF8M) Impeller) up to 3 stages of category A & B) with ( TC TC Mechanical seal ) as per detailed specifications.Head-30 Mtr. Disch. 16.17 LPS, HP-12.50 (Minimum) |
| 12 | Item No.2 :-CIDF SLUICE VALVE 100 MM DIA PN-1.0Providing erecting & commissioning with giving test & trial of cast iron double flange sluice valve 100 mm dia PN-1.0 rating etc complete as per detailed specification.100 mm Dia PN-1.0 |
| 13 | Item No.3:- CIDF REFLUX VALVE 100 MM DIA PN-1.0Providing erecting & commissioning with giving test & trial of cast iron double flange reflux valve 100 mm dia PN-1.0 rating etc complete as per detailed specification.100 mm Dia PN-1.0 |
| 14 | Item No.4 :- KineticAir Valve 50 mm dia.Providing and erecting with giving test & trial of Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respectetc. complete. 50 mm Dia PN-1.0 |
| 15 | Item No.5 :- G.I. Pipe 100 mm dia.Providing and erecting with giving test & trial ofG.I. pipe B class dia. 100 mm excluding GST levied by GOI and GOM in all respect includinginspection charges, transportation to stores, etc. complete. 100 mm Dia B Class |
| 16 | Item No :- 6M.S.PIPES & SPECIALSProviding lowering,laying jointing and testing M.S.Pipes & Specials as per standard specifications and approved size & layout of pumping machinery etc as per detailed specifications. |
| 17 | Item No.:- 7 M.S.FLANGES Providing favricatingerecting M.S.flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout ofpumping machinery & size mentioned by the department. |
| 18 | Item No. 8 :- PRESSURE GAUGES Providing erecting and testing Glyscerine filled pressure gauge Bourdon\"s type of 150 mm dia as per IS 3624: 1987 with brass cock,syphon tube etc.as per standerd. Specification. |
| 19 | Item No. 9L.T.Panel BoardProviding erecting, Commissioning & giving satisfactory test and trial of L.T.Panel board comprising of specified Breakers, Bus bar,switches, indicating instruments etc as per detailed specification. |
| 20 | Item No. 10 :-CABLEProviding,lowering,laying, jointing,Commissioning &Giving test and trial of XLPE insulated, armoured cable,ISI Marked with stranded or solid conductor as per detailed specification.A) Supplying, erecting & terminating XLPE armoured cable 3½ core 25 sq. mm. aluminium conductor with continuous 8.35 sq. mm. (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per detailed specification. |
| 21 | B) Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete etc as per detailed specifications. |
| 22 | Item No.11 :-EARTHINGProviding,erecting, Commissioning & giving satisfactory test and trial of pipe type earthing as per detailed specification. |
| 23 | Item No.12 :-G. I. EARTHING STRIPSProviding & erecting GI strips for earthing to the varous equipments as per detailed specifications. |
| 24 | Item No.13 :- IRON WORKSupplying and erecting iron, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority. |
| 25 | Item No. 14 :-Flow Meter Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/ Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size100mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs builtin GSM (with Sim card and its charges, valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipe lines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications (Annexure-A) attached.300 mm Nominal Diameter Flowmeter (At RWPM & At WTP for each indivudual line) (with TPI & FOE)including enclosure for safety . 150 mm Nominal Diameter Flowmeter |
| 26 | Item No. 15 :- M.S. Dismantaling Joint.Providing, lowering, laying, jointing & testing of M.S. Dismanataling joint as per standard specifications and approved size and layout of Pumping machinery etc as per detailed specifications. 150 mm diaM.S. Dismantaling Joint. |
| 27 | Item No. 16 :-Valve Chamber Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge.As above 1.5x1.5mm internal size and 1.5 m depth with 53cm diaCI manhole frame and cover of 90 kg fixedin RCC slab. |
| 28 | Item No. 17 :-Furniture.Providing, furniture equipment as per detailed specifications. |
| 29 | Item No. 18 :- Tools Providing, tools & equipment as per detailed specifications. |
| 30 | Item No. 19 :- 160 KVA Transformer Replacement of existing transformer with new Supplying, installing, testing & commissioning of 3 phase, 11/0.433 kV, 50 Hz., 160 kVA, oil immersed and naturally cooled outdoor type, copper wound transformer, delta/star connected with additional neutral brought out on load side, temperature rise should not exceed 40oC by thermometer in oil and 45oC by the resistance in winding at full load rating, with HV tapping (with off load tap changer) off load +5 to -10 in steps of 2.5%, with standard accessories complete with test certificate with losses below 475 Watts at 50% load, 1650 Watts at 100% load as per IS:1180 - 2014 energy efficiency level II, with necessary permissions of Electrical Inspector, as per detailed specification. |
| 31 | Sub work No.3 :- ESR At Shivaji Chowk - 3.65 LL with 15 m staging heightItem No.1 :- Providing and supplying ISI standard Welded D.I. double flanged pipes excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores , unloading , stacking,etc. complete as directed by Engneer-in-charge.( for 2.75 m bare pipe)Inlet 150 mm DI D/F |
| 32 | Outlet 150 mm DI/DF |
| 33 | Outllet 250 mm DI/DF |
| 34 | Overflow 250 mm DI/DF |
| 35 | Washout 250 mm DI/DF |
| 36 | By pass arrangement 250 mm DI/DFNote :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 37 | Item No.2 :- Providing & Supplying ISI Standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with Cast iron follower gland & M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. Pipes including coat of labour, materials and transportation to stores, loading and unloading excluding GST levied by GOI &GOM in all respct etc. complete as per IS -9523.D/F Specials 80 to 300 mm dia Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 38 | Item No.3 :- Providingdouble flange sluice valves confirming for IS- 14846 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 respct etc. complete. 100 mm dia |
| 39 | 150 mm dia |
| 40 | 250 mm diaNote :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 41 | Item No.4 :- Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity upto 500 Cum & not more than 6 m c/cfor ESRs having capacity above 500 Cumincluding excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, |
| 42 | providing and fixing accessories such as Stainless steel ladder inside container & M.S. ladder outside,C. I. manhole frame and covers, water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 M height with locking arrangement of approved design, providing and applying three coats of Acrylic emulsion with silicon additivesto the structure including roof slab, epoxy painting to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. |
| 43 | Notes |
| 44 | 1) The design of the structure be in accordance with relevent I.S. specification ( I.S. 3370 - 1965 or revised ) |
| 45 | 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. |
| 46 | 3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. |
| 47 | 4) 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. |
| 48 | 5) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 49 | 6) These rates include providing M.S. ladder for E.S.R.s upto 2 Lakh litres capacity and providing spiralstaircase for E.S.R.sabove 2 lakh litres capacity. |
| 50 | 7) Staging shall have to be desinged with stresses of M-200 concrete for ESR. However all RCC construction should be done in M- 250.Structures in contact with water shall be designed & casted in M-300 |
| 51 | 8) These rates are including the cost of uplift prssure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. |
| 52 | 9) All conditions given in the Member Secretary\"s Circular No. MJP /TS-1/ 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. |
| 53 | 10) 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. |
| 54 | 11) The rates indicatd in the table are excluding the cost of pipes, specials and valve required for inlet, outlet ,washout, overlfow and by-pass arrangment. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto to 5 M beyond outer face of outermost column. |
| 55 | 12) 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 thicknessupto 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. |
| 56 | 13) Below mentioned rates fare 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 lumsum 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. |
| 57 | 14) The rate shall be increased by 30 % for bearing piles upto depth of 10 M and for further increased in depth in by 5 M each, it shall be increased by another 10 % . These rates are applicable wherer 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. |
| 58 | 15) 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 : |
| 59 | 12 to 16 M staging - 2 % per metre |
| 60 | 16 to 20 M staging - 3 % per metre |
| 61 | 20 M and above - 4 % per metre |
| 62 | For 17 M staging height, percentage calculation will be like below : |
| 63 | 12 to 16 M ---------4x2 = 8% |
| 64 | 16 to 17 M------1x 3 % = 3% Total = 11 % |
| 65 | For 21 M staging height, percentage calculation will be like below : |
| 66 | 12 to 16 M---------4x2 = 8% |
| 67 | 16 to 20 M--------4x3 %=12% |
| 68 | 20 & 21 M------1x4 % = 4%Total = 24 % |
| 69 | 16) 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). |
| 70 | Notes |
| 71 | 1) Conditions from Sr. No. 1 to 10 shall form a partand parcel of the tender and must be included in the draft tender papers for works of R.C.C. E.S.R. |
| 72 | 2) Conditions from Sr. No. 11 to 16 are for estimation purpose only and shall not appear in the tender . |
| 73 | ESR at Nagarpanchayatof Capacity 365000 litres 15m st ht |
| 74 | Cost of 3,00,000 Litres, Capacity 12 m Staging |
| 75 | Total Cost of Nagar Panchayat ESR |
| 76 | Lead for ESR ( Qty of CC 250 Cu.m) sand |
| 77 | Metal |
| 78 | Sub work No.4 :- Pure water gravity main 140 mm HDPEItem No.1 :- Providing and supplying in standard lengths Polyethelene Pipes , confirming to I.S. 4984 / 14151 / 12786 / 13488 with necessary jointing material like mechanical connectors i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, includingtransportation 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 GOI & GOM in all respect etc.complete. HDPE P.E.-100 6Kg/cm 140mm dia.Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given.Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 79 | Item No.2 :- Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3suitable 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.Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 80 | Item No.3 :- Providingdouble flange sluice valves confirming for IS- 14846 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 respct etc. complete. 150 mm dia. Sluice valve PN-1Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 81 | ITEM No. 4 :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard murau,hard murumboulder & W.B.M. road,soft rock and old cement and lime masonry foundation,asphalt road, Hardrock by controlled blasting,Hard rock & concrete road bychiselling , wedging,line drilling by machanical means or by all means other than blasting including trimming and levelling the bed by chiselling where necessaryincluding removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5m |
| 82 | Item No.5 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)Lift 0 to 1.5m |
| 83 | Item No.6 :- 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 procedureas 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 directe by engineer in charge as per IS - 7634 Part II140mm dia. Note :- Only 85% rateshall be payable till satisfactory Hydraulic Testing is given & 15% payment after Hydraulic testing completed. |
| 84 | Item No.7 :- Lowering, laying, jointing in positionfollowing C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )150 mm dia. Sluice valve Note :- Only 85% rateshall be payable till satisfactory Hydraulic Testing is given & 15% payment after Hydraulic testing completed. |
| 85 | Item No.8 :- Hydraulic testing ofH.D.P.E./M.D.P.E. pipe lineto 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. 140mm dia. |
| 86 | Item No.9 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 Proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge.Valve Chamber with Precast steel fibre reinforced concrete ( S.F.R.C.) frame &covers.As above of 90x90 cm internal size and depth upto 1.2 M with S.F.R.C. frame and cover. (For valves upto 150 mm and below) |
| 87 | Item No. 10 :- 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. Net volume of refillingNote :- No payment for refilling of the trenches of pipeline shall be payable till satisfactory hydraulic testing is given. Reexcavation required if any, during testing, shall be done by the contractor at his own cost. |
| 88 | Item No.11 :- Disposing of surplus excavated stuff at distance of 5 km or as directed by engineer in charge. 5 km Lead for disposing = 899.91/6=149.99 |
| 89 | Item No.12 :- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering, plywood form work, compaction, finishing and curing, etc, complete.Total Quantity of PCC for Pipe Encasing on Road Crossing |
| 90 | Item No. 13 :- Making cross connection to existing distribution main of any type including excavation, breaking and removing exiting pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer in-charge for following diameters of existing pipeline, irrespective of diameter of branch line (the number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores).80 mm |
| 91 | 100mm |
| 92 | Sub work No.5 :- Dismantling of Ex. Shivaji Chowk ESR 1.50 LL capacity with 7 m staging height. Item No. 1 Dismantling of ESRs of various capacities and hieghts using crane (10 MT capacity) and handing over MS/CI/GI pipes, valves, bends, etc to the department. However taking steel reinforcement by the dismantling agency including removing dismantled materials from the site and disposing them at suitable palces as directed, etc complete. Capacity of ESR above 2 LL and staging hieght 12 m in conjested area |
| 93 | Sub work No.6 :- RCC Brickwork Compound Wall (L:670 m)Item No.1 :- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavatedmaterial upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed forfoundation and excluding backfilling, etc. complete. Lift 0 - 1.5 m |
| 94 | Item No.2 :- Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) PCC M-15 |
| 95 | Item No.3 :- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, \"plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) for Footings In RCC M-200 |
| 96 | Item No.4 :-Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 ofsufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) M-200 for column |
| 97 | Item No.5 :-Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) Foundation Beam |
| 98 | Item No.6 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire). |
| 99 | Item No.7 :- Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. |
| 100 | Item No.8 :-Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 101 | Item No.9 :-Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in one coat including scaffolding, preparing the surfaces. (excluding the primer coat.)etc. complete. |
| 102 | Item No.10 :-Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia G.I. pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete. |
| 103 | Item No.11 :-Proividing and fixing Wicket gate 1.0 M wide forcompound with 40 mm dia M.S.black pipe mediumclass, approved grill work, RCC M-150 side pillars of25 cm x 40 cm x 2.5 M height, its foundiaion, finishingpainting, etc. complete. |
| 104 | Sub work No.7 :- Distribution System ( 32.61 KM )Item No.1 :- Providing and supplying in standard lengths Polyethelene Pipes , confirming to I.S. 4984 / 14151 / 12786 / 13488 with necessary jointing material like mechanical connectors i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, includingtransportation 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 GOI & GOM in all respect etc.complete. HDPE P.E.-100 6Kg/cm |
| 105 | 140mm dia. |
| 106 | 160 mm dia. |
| 107 | 180 mm dia. |
| 108 | 200 mm dia. |
| 109 | 280 mm dia. Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 110 | Item No.2 :-Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3suitable 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. Equal Tee 75 mm |
| 111 | Equal Tee 90 mm |
| 112 | Equal Tee 110 mm |
| 113 | Equal Tee 160 |
| 114 | Equal Tee 180 |
| 115 | Equal Tee 200 |
| 116 | Elbow 90 Degree 110 mm |
| 117 | Elbow 45 Degree 110 mm |
| 118 | End Cap 75 mm |
| 119 | End Cap 90 mm |
| 120 | End Cap 110 mm |
| 121 | End Cap 140 mm |
| 122 | Reducer (125-90) |
| 123 | Reducer (180-125) |
| 124 | MS Flange for Tail Piece (Average weight 18 kg) = 50 No.of Valves x 18 kg |
| 125 | M.S. Flange for PVC to HDPE connection |
| 126 | Item No.3 :-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.110 mm dia. |
| 127 | 140mm dia. |
| 128 | 160 mm dia. |
| 129 | 180 mm dia. |
| 130 | 200 mm dia. |
| 131 | 280 mm dia. |
| 132 | Item No.4 :-Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as perIS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). Working Pressure 4 Kg./Sq.cm75 mm dia |
| 133 | 90 mm dia Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 134 | Item No.5 :-Providing PVC Specials |
| 135 | Item No.6 :-Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).Working Pressure 4 Kg./Sq.cm 75 mm dia |
| 136 | 90 mm diaNote :- Only 85% rateshall be payable till satisfactory Hydraulic Testing is given & 15% payment after Hydraulic testing completed. |
| 137 | Item No.7 :-Providingdouble flange sluice valves confirming for IS- 14846 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 respct etc. complete. PN-1 100 mm dia. Sluice valve |
| 138 | 150 mm dia. Sluice valve |
| 139 | 200 mm dia Sluice ValveNote :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 140 | ITEM No. 6 :- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard murau,hard murumboulder & W.B.M. road,soft rock and old cement and lime masonry foundation,asphalt road, Hardrock by controlled blasting,Hard rock & concrete road bychiselling , wedging,line drilling by machanical means or by all means other than blasting including trimming and levelling the bed by chiselling where necessaryincluding removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5m |
| 141 | Item No.7 :-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263) Lift 0 to 1.5m |
| 142 | Item No.8 :- 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 procedureas 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 directe by engineer in charge as per IS - 7634 Part II110 mm dia. |
| 143 | 140mm dia. |
| 144 | 160 mm dia. |
| 145 | 180 mm dia. |
| 146 | 200 mm dia. |
| 147 | 280 mm dia. Note :- Only 85% rateshall be payable till satisfactory Hydraulic Testing is given & 15% payment after Hydraulic testing completed. |
| 148 | Item No.9 :-Lowering, laying, jointing in positionfollowing C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )100 mm dia. Sluice valve |
| 149 | 150 mm dia. Sluice valve |
| 150 | 200 mm dia Sluice Valve Note :- Only 85% rateshall be payable till satisfactory Hydraulic Testing is given & 15% payment after Hydraulic testing completed. |
| 151 | Item No.10 :-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. Working Pressure 4 Kg./Sq.cm75 mm dia |
| 152 | 90 mm dia |
| 153 | Item No.11 :-Hydraulic testing ofH.D.P.E./M.D.P.E. pipe lineto 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. |
| 154 | 140mm dia. |
| 155 | 160 mm dia. |
| 156 | 180 mm dia. |
| 157 | 200 mm dia. |
| 158 | 280 mm dia. |
| 159 | Item No.12 :-Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 Proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge.Valve Chamber with Precast steel fibre reinforced concrete ( S.F.R.C.) frame &covers. As above of 90x90 cm internal size and depth upto 1.2 M with S.F.R.C. frame and cover. (For valves upto 150 mm and below) |
| 160 | As above of 120x120 cm internal size and depth upto 1.2 M with S.F.R.C. frame and cover. (For valves of 200 mm and above) |
| 161 | Item No.13 :- 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.Net volume of refilling Note :- No payment for refilling of the trenches of pipeline shall be payable till satisfactory hydraulic testing is given. Reexcavation required if any, during testing, shall be done by the contractor at his own cost. |
| 162 | Item No.14 :-Disposing of surplus excavated stuff at distance of 5 km or as directed by engineer in charge. |
| 163 | Item No.15 :- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering, plywood form work, compaction, finishing and curing, etc, complete.Total Quantity of PCC for Pipe Encasing on Road Crossing |
| 164 | Item No.16 :- RATES FOR ROAD CROSSING BY PUSH THROUGH METHODPushing of M.S. pipe of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter, below MS casing pipe lowering, laying, jointing ofmaterial,required welding machinery,tripod, chain pully block,crane , blower ,compressor,loading and unloading of machinery intothe trench etc,transporting and dewatering etc.complete as directed by engineer in charge but excluding cost of MS Pipes.200 mm dia to 499 mm dia M.S.pipe |
| 165 | Dia of Pipe : 500.00 mm (I. D.) 8mm thk Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 166 | Item No. 18 :- Making cross connection to existing distribution main of any type including excavation, breaking and removing exiting pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer in-charge for following diameters of existing pipeline, irrespective of diameter of branch line (the number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores). 80 mm |
| 167 | 100mm |
| 168 | 150mm |
| 169 | 200 mm |
| 170 | Sub work No.8 :- Shifting of House Service Connection ( 150 Nos.)ItemNo.1 :- 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 charge.A) For connection on HDPE Pipes (With Road Crossing) i) 15 mm |
| 171 | ii)20 mm |
| 172 | B) For connection on HDPE Pipes (Without Road Crossing) i) 15 mm |
| 173 | ii) 20 mm Note :- Only 60% payment shall be released after supply & 25% after erecting & Jointing & Remaining 15% after Satisfactory Hydraulic Hesting is given. |
| 174 | Item No.1 :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)For Road repairing |
| 175 | Item No.2 :-Providing, laying and compacting of Built-up-spray grout layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of bituminous binder of biyumen of specified Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete.(VG-30 bulk bitumen rates are considered to arrive at rates) For Road repairing |
| 176 | Item No.3 :-Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) For Road repairing |
| 177 | Sub work No.10 :- Trial and Run Item No.1 :- Commisioning running and maintaining the scheme to quantites, rated capacity, including managing 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 and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.Note. : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.for three month |
AI Tender Summary
Tender Timeline
May 23, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
May 25, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 25, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 26, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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