Augmentation To Mahalunge Village Water Supply Scheme Part B Ta . Mulshi Dist . Pune
Tender Value
2.30 Crore
Estimated cost
Bid Submission
09 Mar 2020
0 days left
EMD
1.16 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mahalunge → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Augmentation To Mahalunge Village Water Supply Scheme Part B Ta . Mulshi Dist . Pune
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Feb-2020 | Date Corrigendum | Date | 09-Mar-2020 |
BOQ
| Name of Work: Augmentation of Mahalunge Water Supply Scheme Part -B, Tal. Mulshi, Dist. Pune. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Working Survey & Hydraulic Modeling of Proposed Scheme :-\nCarrying out necessary working Survey, collecting field data and preparing of working plans and Designing Hydraulic Modeling of Existing & Proposed water supply scheme using international standard software & Preparation of AutoCAD drawings on the basis of surveyed data, L-section, distribution network and geo referencing of water network ,integration of surveyed and ancillary data with the prepared base map and showing the details on the drawing in AutoCAD /dxf format with soft copy on CD/DVD plotting of drawings also structural design of all components like head work, pump house etc. as directed by Engineer in charge.\n1. Surveys of all components of Mahalunge Water Supply Scheme - 20%\n2. Designing and Supplying of Auto-cad drawing of all components - 20%\n3. Vetting of all components from approved by PMRDA Third Party - 50%\n4. After Satisfactory completion of complete scheme - 10% | BI01010001010000000000000515BI0100001113 | 1 | Job |
| 2 | 2 | Excavation in general in soft material :-\nExcavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling\nLift 0 m to 1.50 m | BI01010001010000000000000515BI0100001114 | 9.375 | cum |
| 3 | 3 | Excavation in general in hard material :-\nExcavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiseling as required in wet or dry condition for Head Works i.e. Intake Well, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.\nLift 0 m to 1.50 m | BI01010001010000000000000515BI0100001115 | 3.125 | cum |
| 4 | 4 | PCC :-\nProviding 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. \nM-100 | BI01010001010000000000000515BI0100001116 | 0.625 | cum |
| 5 | 5 | Raft :-\nProviding and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for M200 RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design) (Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) | BI01010001010000000000000515BI0100001117 | 7.5 | cum |
| 6 | 6 | Providing I Section :-\nProviding structural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. | BI01010001010000000000000515BI0100001118 | 0.8632 | MT |
| 7 | 7 | Providing M.S. chequerred plate :-\nProviding and fixing M.S. chequerred plate flooring of 8 mm thickness supported on M.S. angles (25 x 25 x 5 mm size) placed at 0.75 m c/c in both directions including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint and angles etc. complete as directed by Engineer-in-charge.\nFor Open Section | BI01010001010000000000000515BI0100001119 | 5 | Sqm |
| 8 | 8 | Dewatering :-\nDewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. | BI01010001010000000000000515BI0100001120 | 200 | Hp. Hr |
| 9 | 9 | Providing iron sheet for pump house :-\nProviding and fixing corrugated galvanised iron sheets of 0.63 mm thick (24 B.W.G.) for walls and roof of pumphouse without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.\n(Weight of 5.5 kg/sq.m.). | BI01010001010000000000000515BI0100001121 | 20.51 | Sqm |
| 10 | 10 | M. S. Ladders :-\nProviding and fixing in position Galvnised Iron ladder 0.50 M wide consisting of 75 X 10 mm M. S. flats as stringers and 16 mm dia M.S. bars in double rows as steps places at 25 cm c/c including cost of material and labour involved, welding, anchoring, etc. complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001122 | 20 | rmt |
| 11 | 11 | Doors :-\nProviding & fixing factory-made steel door of Single leaf Internal Plain Steel finish type with a.) frame of size 100x58 mm conforming to IS : 4351-2003 , 1.2 mm thick pre galvanized sheet with mitred and welded cones , frame stretches, hinge reinforcing plates , fixing plates and hardware mounting plates and Polyurethane foam infill b.) Shutter of thickness 46mm made of 0.8 mm thick slip coated pre galvanized steel sheet on both sides conforming to ASTM A527/ASTM A525, BS 2989 1994, IS 277 , Zinc coating 120 GSM . Lock formed panels with internal stiffeners of 3mm thick made of galvanized sheet, 3 mm thick hinge reinforcing hardware mounting plates and lock protection with Honey-comb craft paper infill of thickness 150 GSM of load bearing capacity 500 Kg/Sqm. c.) Finish: Powder coated surface finished with thermosetting polyurethane paint of Aliphatic grade of thickness 60-micron d.) Accessories: Min 8 Anchor fastener of HILTI make, min 3 SS Ball Bearing Butt Hinges of Dorset make, Dorset cylindrical lock, SS Tower bolt of 200 mm size, Door stopper complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 1.2 | Sqm |
| 12 | 12 | Steel Window :-\nProviding and fixing in position factory made box type fully glazed window consisting of cold rolled section of 105mm x 60mm x 1.25mm thick frame section filled with cement concrete (1:2:4) and steel section F4B as per detailed drawing and design including mild steel 12mm square bars at 10cm center to center, required F7B section, section T6, section for shutter frame (Louvered clips in case of Louvered window portion) and 3mm thick glass of approved quality of necessaryfixtures and fastening, finishing with one coat of\nanticorrosive paint etc. complete . | BI01010001010000000000000515BI0100001124 | 0.54 | Sqm |
| 13 | 13 | Reinforcement :-\nProviding 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). (Bd-F-17/306) | BI01010001010000000000000515BI0100001125 | 0.44877 | MT |
| 14 | 14 | 150 mm dia Submersible Pump Sets (With Mechanical Seal) :-\n150 mm dia SUBMERSIBLE PUMP SETS (WITH MECHANICAL SEAL) :- Providing, Commissioning & giving test & trial of @ site of work Submersible Pump Confirming to IS 8034 & Motor Confirming to IS 9283 with waterproof winding. shall be capable of discharging 13.61 LPS against a total head of 44 Mtr & suitable for working on 3 ph, 415 Volts + / / 10 % , 3 Ph, 50 Hz A.C. Supply as per specifications | BI01010001010000000000000515BI0100001126 | 2 | Nos |
| 15 | 15 | Glandless Sluice Valve :-\nProviding & erecting 150 mm P.N. 1.0 C.I D.F sluice valve confirming to I.S, 14846-2000 with all necessary jointing material as per detailed specifications | BI01010001010000000000000515BI0100001127 | 2 | Nos |
| 16 | 16 | Reflux Valve :-\nDesigning, Providing, Erecting, Testing & Commissioning 150 MM dia ,Cast Steel, D.F. Reflux valve of Class 150 rating generally conforming to IS- 5312, Part I with renewable gun metal sealing face on swing door without bypass arrangement as per detailed specifications enclosed. | BI01010001010000000000000515BI0100001128 | 2 | Nos |
| 17 | 17 | Kinetic Air Valve :-\nDesigning Providing erecting commissioning with test and trial of 40 mm dia PN- 1.0 rating Kinetic Double Orifice type Air Valves as per MJP's standard specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcantile ball seating on moulded seat ring, with built-in kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. | BI01010001010000000000000515BI0100001129 | 1 | Nos |
| 18 | 18 | G.I. Pipe :-\nProviding erecting 150 MM dia \"B\" class G.I. Pipe for suction & delivery confirming to IS 1239/2004. | BI01010001010000000000000515BI0100001130 | 60 | M |
| 19 | 19 | M. S. D/F Pipes & Specials :-\nDesigning fabricating providing erecting MS pipes and specials for cable tray supports, Drain pipes for D.G. set , Pipe works & items related to all other similar work including cutting , bending & Painting as per detailed specifications and all materials confirming to relevant Indian Standards and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001131 | 150 | Kgs |
| 20 | 20 | Pressure Gauge :-\nDesigning, Providing, erecting commissioning with test & trial of Pressure gauge of 100 mm capacity complete with Syphon tube, isolating cock etc suitable for 12 mm dia. Pipe | BI01010001010000000000000515BI0100001132 | 2 | Nos |
| 21 | 21 | Monorail Travelling Crane - 1 MT :-\nProviding erecting & commissioning of single girder hand operated Monorail with 6 mtr lift complete with chain pulley block of ISI mark & travelling trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel & cross travel with wheel hand chain etc complete as per detailed specifications, Capacity 1 M.T. with 6 mtr span etc. complete and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001133 | 1 | Nos |
| 22 | 22 | M.S.STRUCTURAL STEEL WORK :-\nProviding fabricating and fixing MS Structural Steel work for necessary Support of Panel Board, Sluice Valve, Reflux Valve, Delivery Line and Lifting arrangement etc complete per detailed specifications attached and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001134 | 1 | MT |
| 23 | 23 | Automatic Control L.T. Panel For 15 HP :-\nSupplying & erecting automatic control panel for 3 Ph, 415 volt, a.c. Submersible / centrifugal pump set upto 15 HP consisting of Star Delta starter having relay range 28-42 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. complete as directed by Engineer-in-Charge | BI01010001010000000000000515BI0100001135 | 25 | Nos |
| 24 | 24 | APP type Capacitors :-\nSupplying and erecting bank of All Polypropylene capacitors with the standard capacities of 1, 2, 3, 5, 7, 12.5, 15, 20 and 25 KVAR units of power factor correction for operation on 3 phase, 50 Hz, 400 V+/- 10% with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and provided with terminal cover box complete erected and tested etc complete and as directed by Engineer-in-Charge | BI01010001010000000000000515BI0100001136 | 25 | KVA |
| 25 | 25 | Earthling :-\nSupplying & erecting Galvanised cast iron plate 60 X 60 X 0.6 cm burried in specially prepared earth pit refilling with 40 keg charcoal & salt in alternate layers 19 mm dia. Vertical G.I. Pipe 1.5 mtr lon with funnel & mesg @ top for watering a break masonry block, C.I. cover complete with necessary length of double G.I. earth strip bolted with plate & covered in 12 mm dia. G.I. pipe 2.5 mtr long complete connected to nearest switchgear with end socket as per direction & duly tested with earth tester & recording the results etc complete as per detailed specifications and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001137 | 2 | Nos |
| 26 | 26 | G. I. Earthling Strip/Wire :-\nSupplying & erecting G.I. strips 25 X 5 mm as per detailed specifications and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001138 | 40 | Kgs |
| 27 | 27 | Cables :-\nDesigning, Providing, erecting and commissioning with test and trial of Aluminum conductor XLPE, 1.1 kV armoured cable complete erected in approved trench or on trays as per direction of Engineer in Charge.\nA) 1.1 KV Aluminum XLPE armoured cable from MSEB to main Panel 3.5 C X 1 RunX 35 Sq.mm. Aluminum XLPE armoured Cable TC to as per detailed specifications - For Main Supply from MSEB | BI01010001010000000000000515BI0100001139 | 60 | M |
| 28 | 27.1 | B) 1.1 KV Aluminum XLPE armoured cable from L.T. Panel to Starter Submersible Copper Flexible Cable 3 C X 1 Run X 6 Sq.mm. for 20 HP Motor as per detailed specifications - For Pump | BI01010001010000000000000515BI0100001140 | 80 | M |
| 29 | 27.2 | C) 1.1 KV Aluminum XLPE armoured cable 4 C X 2.5 Sq.mm. Aluminum XLPE armoured Cable for Capacitor bank. as per detailed specifications (For Capacitor bank) | BI01010001010000000000000515BI0100001141 | 20 | M |
| 30 | 28 | Tools :-\nProviding the tools kit/box confirming to relevant IS and comprising of\n1. D.E. Fix spanner set 12 piece 6-32mm - 1 set.\n2. Bi hexagon Ring spanner set 12 piece 6-32mm - 1 set.\n3. Ball pen Hammer with handle 800 gm - 1 No.\n4. Combition side 200mm cutting plier KDPE coated. - 1 No.\n5. Adjustable wrench crome vanadium 250-30 mm - 2 Nos.\n6. Pipe wrench stillson pattern carbon steel 450-60 mm - 2 Nos.\n7. Pipe wrench stillson pattern carbon steel 600 - 76 mm - 2 Nos.\n8. Screw driver Engineering pattern 6 x 300 mm - 2 Nos.\n9. Screw driver Engineering pattern 6 x 300 mm - 2 Nos.\n10. Screw driver Engineering pattern 6 x 300 mm - 1 No.\n11. Screw driver Engineering pattern 6 x 300 mm - 1 No.\n12. Screw driver with green neon bulb line tester 3.6x60 mm - 2 Nos.\n13. Hack saw frame 300 mm size with heavy duty blade - 2 Nos.\n14. Tool box fabricated from M.S. sheet of SWG of size 50 x 30 x 30 cm locling arrangement - 1 No.\n15. Insulation tester (Megger) cranking type having metal bodyof range 100 volts,1000 Ohms. - 2 Nos.\n16. Tong tester ( clip on meter ) of range 0-10-30-100-1000 Amps and 0-300-600 Volts. - 1 No.\n17. Tublar box spanner set with Tommy bar 8 pieces 6-22. - 1 No.\n18. Hand Operated Crimping Tool - 1 No.\n19. First Aid Box of Standard specification - 1 No.\n20. DCP Fire extingushier equipments 6 kg capacity - 2 Nos. | BI01010001010000000000000515BI0100001142 | 1 | lot |
| 31 | 29 | Indoor & outdoor Lighting :-\nProviding erecting commissioning Indoor Lightning shall comprise of point wiring, fluorescent fitting, with suitable size FR copper conductor n rigid PVC conduit etc as per detailed specifications | BI01010001010000000000000515BI0100001143 | 1 | Job |
| 32 | 30 | Full Bore Electromagnetic Flow Meter - 200 mm Dia :-\nManufacturing, supplying & commissioning Electromagnetic Flow Meter (EMF) of 150 mm dia for Raw water with accuracy + / - 0.5 % of measured value & protection as per given specifications for size 300 mm including senser , transmitter surge arrester, cable duct seperate PVC of 25 mm dia for 25 mtrs senser transmitter surge arrester, flow meter in the pipelines with tool tackles, crane etc. with flowmeter transmeter panel cubical as per detailed specifications and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001144 | 2 | Job |
| 33 | 31 | Test & Trial :-\nTesting Operating & trials of Pumping Machinery as per detailed specification attached and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001145 | 1 | Job |
| 34 | 32 | Providing and erecting chain link fencing :-\nProviding and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. | BI01010001010000000000000515BI0100001146 | 10 | rmt |
| 35 | 33 | DI K-9 Pipe :-\nProviding Dl Pipes (push on joints pressure pipes of Dl of following class & Dia meters confirming to the lndian Standard Specification inclusive cost of jointing materials (Rubber Gasket of EPDM Quality) including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, Third Party inspection charges of TPI agency approved by the MJP including transit insurance, Railway freight, unloading from railway wagon, loading in to the truck, transportation to departmental store / site of work, unloading, stacking etc. completed as directed by Engineer-in-Charge (lS:1536:2001 for pipes & lS:158:1969 & 15:12820:1989 or latest edition / revision with amendments for rubber gaskets). (lS:8329:2000 latest version)\na) 150 mm dia DI K-9 | BI01010001010000000000000515BI0100001147 | 2980 | Nos |
| 36 | 34 | D.I. specials :-\nProviding and supplying ISI standard D.I. specials & fittings 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 excluding all Taxes and as directed by Engineer-in-Charge.\n80 to 300 mm Dia. | BI01010001010000000000000515BI0100001148 | 2100 | Kgs |
| 37 | 35 | Sluice Valves :-\nProviding double flanged sluice valves confirming to IS- 2906/14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.\nPN -1 Without By pass\na) 80 mm dia | BI01010001010000000000000515BI0100001149 | 3 | Nos |
| 38 | 35.1 | b) 150 mm dia | BI01010001010000000000000515BI0100001150 | 2 | Nos |
| 39 | 36 | Reflux Valves (Non/Return Valves) :-\nProviding and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S. 5312 Part I (1984)\nPN -1 Without By pass\na) 150 mm dia | BI01010001010000000000000515BI0100001151 | 1 | Nos |
| 40 | 37 | Air Valves :-\nProviding and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small 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 deparmental stores, excluding GST levied by GOI & GOM in all respect etc. complete, as directed by Engineer-in-Charge.\na) Air Valve Double Ball Flanged Type - PN -1.\ni) 50 mm dia PN-1 | BI01010001010000000000000515BI0100001152 | 8 | Nos |
| 41 | 38 | Excavation for all types of starta :-\nExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel, soft murum, hard murum, boulders, W.B.M. road, soft rock, old cement, lime masonry foundation asphalt road, hard rock and concrete road by chiseling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and leveling the bed including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete, as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001153 | 2682 | cum |
| 42 | 39 | Filling in Plinth :-\nFilling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete, as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001154 | 321.84 | cum |
| 43 | 40 | Lowering Laying :-\nLowering laying and jointing with SBR rubber gaskets CI/DI S/S pipes of various classes with CI / MS / DI 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, as directed by Engineer-in-Charge.\na) 150 mm dia DI Pipe | BI01010001010000000000000515BI0100001155 | 2980 | rmt |
| 44 | 41 | Hydraulic Testing :-\nHydraulic 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, as directed by Engineer-in-Charge.\na) 150 mm dia | BI01010001010000000000000515BI0100001156 | 2.98 | km |
| 45 | 42 | PCC M-150 :-\nProviding and laying in situ Cement Concrete M-150 of trap/ granite / quartzite / gneiss metal for foundation and bedding including dewatering, form work, compacting, finishing and curing, etc. complete. (Cement 5.90 bags / cum)\nM-150 | BI01010001010000000000000515BI0100001157 | 29.4 | cum |
| 46 | 43 | Fixing of Valve :-\nLowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete, as directed by Engineer-in-Charge.\na) 80 mm dia | BI01010001010000000000000515BI0100001158 | 3 | Nos |
| 47 | 43.1 | b) 150 mm dia | BI01010001010000000000000515BI0100001159 | 2 | Nos |
| 48 | 44 | Air Valve Shaft :-\nProviding 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 over the shaft excluding cost of air valve and branch flanged 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.)\nFoundation on Murum and Hard Strata.\n200 to 400 mm dia | BI01010001010000000000000515BI0100001160 | 8 | Nos |
| 49 | 45 | Valve Chamber with Precast RCC Covers :-\nProviding and constructing circular/sqaure 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.\nNote : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.\nD) As above of 0.90 X 0.90 m or 0.90 m diameter internal size and depth as required with precast RCC slab cover. | BI01010001010000000000000515BI0100001161 | 5 | Nos |
| 50 | 46 | Refilling :-\nRefilling 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. | BI01010001010000000000000515BI0100001162 | 2278.13 | cum |
| 51 | 47 | Package Water Treatment Plant Cap. 1.00 MLD :-\nDesigning (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 trial run with guarantee for one year, including foundation etc. complete.\nPrefabricated Package Water Treament Plant comprising following:\n1. Rapid mixing Channel in M.s.Sheets and M.S. baffle.\n2. Flocculator not less than 10 minutes detention, in M.S. prefabricated box, flocculation being achived either by glass pebbles of graded size or PVC tetrapod or equivalvent arrangement to ensure good floc formation.\n3. Plate or tube settlers of not less than 30 minutes detention, in M.S. prefabricated box, plates/ tubes mounted in the settler basin with inclination of not less than 60 degree to horizontal.\n4. Rapid sand gravity filter in M.S. prefabricated box with filter sand not less than 500mm thick, supported on false floor below with polypropylene nozzles spaced at not more than 500mm centres in either direction.\n5.Backwashing, inlet facilities inlet facilities shall be provided.\n5.1 Air Blowers : Capacity of delivering 600 LMP per sq.mtr. Of free air of filter area 0.4 Kg./Cm2 at under drain (100% stand by)\n5.2 Wash water tank of capacity equal to 2 % of designed quantity of filtered water in a day (+) 10%.\n5.3 Wash water pumps with 100% stand bye (Minimum 3Hp with all accessories)\n6 Laboratory equipments\n6.1 External & internal Electrification.\n6.2 TCL solution tank with mixing , carrying & dosing arrangement with piping.\n6.3 Gravity feed gas chlorinator with 100 % standbye.\n6.4 Alum storage unit.\n6.5 Drainage arrangement.\n6.6 Office and Lab. Space with necessary water supply & drainage arrangement and internal roads.\n6.7 Sump well and pump house\n6.8 Wire fencing with gate for W.T.P. Premises.\n | BI01010001010000000000000515BI0100001163 | 1 | Nos |
| 52 | 47.1 | 7. All civil works for foundation, consisting of raised RCC platform above G.L. or walls in B.B. Masonary or UCR masonary shall be provided as per needs at site.\n8. Bye pass in the form of pipes or M.S. channels included in the desing, effecting bye pass or such new tank and filter individually or both (Limit upto 5.0 M from W.T.P. face) \n9. 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 cmployed shall be not less than 6mm\n10. Alum dosing and mixing arrangement to be provided in twin tanks, each of 8 hours capacity, capable of importing dose of 20 ppm with 5% solution. The alum tanks provided with a dose in steps 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 (5mm thick) inside and epoxy paint two coats with one coat of primer on outside.\n11. 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.\n12. Flow rating to confirm following parameters:\na) Velocities in channels not to exceed 0.6 M/Second.\nb) Velocities in filter outlet pipes and valves not to excess 1 M/Seconds\nc) Velocities interconnecting pipe and control not to exceed 1 M/Seconds.\nd) Backwash with air : Not required\ne) Backwash with water : Not less than 0.6 Cu.M/ Sq.m. of filter bed area in filter box.\n13. Free board for all units not less than 300 mm\n14. Rates as above include all taxes, octroi and duties which would be specific to the site location.\n15. All valves required shall be glandless instead of traditional valve.\n16. All railings required shall be stainless steel Pipe railing instead of G.I.Pipe railing.\n17. External painting shall be in acrylic emulsion with silicon additives paint instead of waterproof cement paint. | BI01010001010000000000000515BI0100001164 | 1 | Nos |
| 53 | 48 | Providing O-PVC CLASS :-\nProviding and Supplying in ISI Mark rigid O-PVC Class - 500 s/s pipe (push on joints) pressure pipes confirming to I.S. specifications No. 16647 - 2017 inclusive cost of EPDM gasket seals on joints including all statutory duties Including GST lived by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by PMRDA including Transit insurance, loading, Unloading charges, conveyance to the departmental store/site and stacking the same in closed shade duly protected from sunrays etc complete.\na) Class - 500 PN - 12.5\n110 mm | BI01010001010000000000000515BI0100001165 | 4000 | rmt |
| 54 | 48.1 | 160 mm | BI01010001010000000000000515BI0100001166 | 1300 | rmt |
| 55 | 48.2 | 200 mm | BI01010001010000000000000515BI0100001167 | 700 | rmt |
| 56 | 48.3 | 250 mm | BI01010001010000000000000515BI0100001168 | 100 | rmt |
| 57 | 49 | Providing specials :-\nProviding and supplying ISI standard PVC O specials & fittings with sealing gasket of EPDM, complete including cost of all labours and materials and transportation to stores / site, loading, unloading including GST levied by GOI & GOM in all respect etc. complete as per IS 16647-2017.\nCoupler\n110 mm | BI01010001010000000000000515BI0100001169 | 120 | Nos |
| 58 | 49.1 | 160 mm | BI01010001010000000000000515BI0100001170 | 50 | Nos |
| 59 | 49.2 | 200 mm | BI01010001010000000000000515BI0100001171 | 20 | Nos |
| 60 | 49.3 | 250 mm | BI01010001010000000000000515BI0100001172 | 10 | Nos |
| 61 | 50 | Elbow\n110 mm | BI01010001010000000000000515BI0100001173 | 120 | Nos |
| 62 | 50.1 | 160 mm | BI01010001010000000000000515BI0100001174 | 50 | Nos |
| 63 | 50.2 | 200 mm | BI01010001010000000000000515BI0100001175 | 20 | Nos |
| 64 | 50.3 | 250 mm | BI01010001010000000000000515BI0100001176 | 10 | Nos |
| 65 | 51 | Tee\n110 mm | BI01010001010000000000000515BI0100001177 | 100 | Nos |
| 66 | 51.1 | 160 mm | BI01010001010000000000000515BI0100001178 | 40 | Nos |
| 67 | 51.2 | 200 mm | BI01010001010000000000000515BI0100001179 | 15 | Nos |
| 68 | 51.3 | 250 mm | BI01010001010000000000000515BI0100001180 | 7 | Nos |
| 69 | 52 | MTA (Male Threaded Adapter)\n110 mm | BI01010001010000000000000515BI0100001181 | 100 | Nos |
| 70 | 52.1 | 160 mm | BI01010001010000000000000515BI0100001182 | 40 | Nos |
| 71 | 52.2 | 200 mm | BI01010001010000000000000515BI0100001183 | 15 | Nos |
| 72 | 52.3 | 250 mm | BI01010001010000000000000515BI0100001184 | 7 | Nos |
| 73 | 53 | FTA (Female Threaded Adaptor)\n110 mm | BI01010001010000000000000515BI0100001185 | 100 | Nos |
| 74 | 53.1 | 160 mm | BI01010001010000000000000515BI0100001186 | 40 | Nos |
| 75 | 53.2 | 200 mm | BI01010001010000000000000515BI0100001187 | 15 | Nos |
| 76 | 53.3 | 250 mm | BI01010001010000000000000515BI0100001188 | 7 | Nos |
| 77 | 54 | End Cap Threaded\n110 mm | BI01010001010000000000000515BI0100001189 | 130 | Nos |
| 78 | 54.1 | 160 mm | BI01010001010000000000000515BI0100001190 | 50 | Nos |
| 79 | 54.2 | 200 mm | BI01010001010000000000000515BI0100001191 | 20 | Nos |
| 80 | 54.3 | 250 mm | BI01010001010000000000000515BI0100001192 | 10 | Nos |
| 81 | 55 | Service Saddle\n110 mm | BI01010001010000000000000515BI0100001193 | 50 | Nos |
| 82 | 55.1 | 160 mm | BI01010001010000000000000515BI0100001194 | 20 | Nos |
| 83 | 55.2 | 200 mm | BI01010001010000000000000515BI0100001195 | 15 | Nos |
| 84 | 55.3 | 250 mm | BI01010001010000000000000515BI0100001196 | 7 | Nos |
| 85 | 56 | MS/DI Special :-\nProviding and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.\nAll socketed specials or socketed branch flanged specials of all diameters. | BI01010001010000000000000515BI0100001197 | 1500 | Kgs |
| 86 | 57 | Providing erecting Sluice Valves :-\nProviding and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps taxes transportation levied by GOI & GOM in all respect etc. complete Without by pass arrangement - PN -1.0\nWithout By pass arrangement\n100 mm | BI01010001010000000000000515BI0100001198 | 10 | Nos |
| 87 | 57.1 | 150 mm | BI01010001010000000000000515BI0100001199 | 5 | Nos |
| 88 | 57.2 | 200 mm | BI01010001010000000000000515BI0100001200 | 2 | Nos |
| 89 | 57.3 | 250 mm | BI01010001010000000000000515BI0100001201 | 2 | Nos |
| 90 | 58 | Excavation for all types of starta :-\nExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel, soft murum, hard murum, boulders, W.B.M. road, soft rock, old cement, lime masonry foundation asphalt road, hard rock and concrete road by chiseling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and leveling the bed including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. | BI01010001010000000000000515BI0100001202 | 5200.5 | cum |
| 91 | 59 | Filling in plinth :-\nFilling 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 complete. | BI01010001010000000000000515BI0100001203 | 663 | cum |
| 92 | 60 | Lowering, laying and jointing with O-PVC pipes :-\nLowering, laying and jointing with O-PVC 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).\nb) Working Pressure 6 to 12.5 Kg./Sq.cm.\n110 mm | BI01010001010000000000000515BI0100001204 | 4000 | rmt |
| 93 | 60.1 | 160 mm | BI01010001010000000000000515BI0100001205 | 1300 | rmt |
| 94 | 60.2 | 200 mm | BI01010001010000000000000515BI0100001206 | 700 | rmt |
| 95 | 60.3 | 250 mm | BI01010001010000000000000515BI0100001207 | 100 | rmt |
| 96 | 61 | Hydraulic testing of O-PVC pipe :-\nHydraulic testing of O-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.\n110 mm | BI01010001010000000000000515BI0100001208 | 4 | RKM |
| 97 | 61.1 | 160 mm | BI01010001010000000000000515BI0100001209 | 1.3 | RKM |
| 98 | 61.2 | 200 mm | BI01010001010000000000000515BI0100001210 | 0.7 | RKM |
| 99 | 61.3 | 250 mm | BI01010001010000000000000515BI0100001211 | 0.1 | RKM |
| 100 | 62 | Providing and laying in citu cement concrete :-\nProviding 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. (Cement 5.90 bags / cum)\nPCC M-150 For Anchor block | BI01010001010000000000000515BI0100001212 | 15 | cum |
| 101 | 63 | Fixing of valve :-\nLowering, laying and jointing in position following DI/C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.\n100 mm | BI01010001010000000000000515BI0100001213 | 10 | Nos |
| 102 | 63.1 | 150 mm | BI01010001010000000000000515BI0100001214 | 5 | Nos |
| 103 | 63.2 | 200 mm | BI01010001010000000000000515BI0100001215 | 2 | Nos |
| 104 | 63.3 | 250 mm | BI01010001010000000000000515BI0100001216 | 2 | Nos |
| 105 | 64 | Valve Chamber with Precast RCC Covers :-\nProviding and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.\nNote : Wall thickness 23 cm upto 1.2 m depth and 35 cm for depth above 1.2 m depth | BI01010001010000000000000515BI0100001217 | 19 | Nos |
| 106 | 65 | Refilling :-\nRefilling 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. | BI01010001010000000000000515BI0100001218 | 4431.49 | cum |
| 107 | 66 | Road Restoration :-\nRestoration of road by excavating in rectangular shape and filling of trenches or potholes with hard murum 10 cm thick, WBM 22.5 cm thick, BM 5 cm thick and OGC 2.5 cm thick with seal coat etc. completed as directed by Engineer-in-charge | BI01010001010000000000000515BI0100001219 | 2210 | Sqm |
| 108 | 67 | The contractor shall apply to MSEDCL for desired power supply through Grampanchayat.\nThe item include:\n1. Co-ordination with Grampanchayat, MSEDCL.\n2. Providing all manpower to co-ordinate to get new electrical supply at Raw water and or Pure water pumping station for the work of Augmentation of Mahalunge Water Supply Scheme Part -B at Mahalunge, Tal. Mulshi, Dist. Pune. etc. as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001220 | 1 | Job |
| 109 | 68 | Running The Scheme (Trial Run) (3 Month) :-\nCommissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary chemicals and personnel such as operator, valve man, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 3 months for individual scheme and or 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. | BI01010001010000000000000515BI0100001221 | 1 | Job |
AI Tender Summary
Tender Timeline
Feb 28, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 09, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 09, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 11, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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