Retrofitting Of Water Supply Scheme At. Nhave Tal. Murbad Dist. Thane
Tender Value
65.27 Lakhs
Estimated cost
Bid Submission
30 May 2022
0 days left
EMD
65300
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
murbad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Of Water Supply Scheme At. Nhave Tal. Murbad Dist. Thane
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-May-2022 | Corrigendum | Other | 30-May-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | SUB WORK- Strengthning To Sorce WellItem No 1.:Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc. by blasting / controlled blasting / chiseling as required in wet and dry condition for head works i.e. Intake well, Connecting pipe, Jack well, Pump House, Supply well etc. for lift 0 to 1.5 M. and lead of 150 M. including 0.5 Km. etc. complete.Lift 0.00 to 1.50 M |
| 2 | Lift 1.50 to 3.00M |
| 3 | Item No.2 :-Providing, lowering, laying, & placing in position shrouding material for slotted pipe gallary with all lead and lifts ,tranportation on site…. etc 40 mm gauge pebbles |
| 4 | 12 to 20 mm gauge pebbles |
| 5 | 6 to 12 mm gauge pebbles |
| 6 | Coarse sand (from river sand at site) |
| 7 | Item No.3 :- Providing dry trap / granite / quartzite / gneiss rubble stone solling in 15 to 20 cm thick layers including hand packing & compaction etc. complete including all leads |
| 8 | Item No.4 :- Dewatering 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.By using 5 to 9 HP Pump |
| 9 | Item No.5. Desilting the supply well of water supply works etc. in wet or dry condition including lifts up to 9 m and iead 150 M as required beyond the work site, stacking, sreeading, including necessary guarding, etc complete, as directed by Engineer-in-charge |
| 10 | Item No.6. Providing & fixing 90 cm x 60 cm Granite plate engreving 10 cm. height letter, figures including painting the letters/ figures with approved colours and shades etc complete.Granite plate |
| 11 | SUB WORK- Pumping Machinary ElectricItem No.1. Providing, erecting and giving test of 150 mm diameter submersible pumps set confirming to IS 8043 and IS 9283 Pumps shall be suitable for various delivery head and discharge with stainless steel pump shafts and bronze impeller . Motor suitable for working on 415 Volts + 10%, 3ph, 50 Hz . AC supply ,supply cable guards ,thrust carbon / fiber bearing to accept entire hydraulic thrust. Waterproof winding shall be provided .The pump sets shall be suitable for direct coupling. Pumps shall have suitable outlet as per manufacturer’s design. Anti-thrust stream-lined non-return valve shall be provided with pump. Suitable strainer Shall be provided. 3 core, single / double Run copper conductor submersible type flat cable 3mt. and two pairs electronic clamps shall be provided along with the pump.( Up to 15 stages ) 5.00BHP Submersible pumps – 1No. |
| 12 | Item No.2 Supplying and erection G.I. Pipe of following dia. And class in position suction delivery for centrifugal pump, vacuum pump and drop pipe for submersible pipe. Plumbingwith Sockets and necessary material etc. complete. 65 mm dia. G.I. Pipe (Heavy class) For Sub. Pump set suction |
| 13 | 40 mm dia. HDPE Pipe(6Kg/cm) For cable enclosing |
| 14 | Item No.3 Supplying and erection GI pipe of B- Class in position suction delivery for centrifugal pump, vacuum pump and drop pipe for submersible pipe. Plumbingwith Sockets and necessary material etc. complete.65 mm dia G.I.Bend. |
| 15 | 65 mm dia G.I.Tee |
| 16 | Item No.4 Supplying and erecting flat flexible 3 core 4.0 sq.mmPVC sheathedA) submersible type copper cable 3 Core – 2.50Sqmm. |
| 17 | B) Aluminium Conductor PVC armoured 4 core cable 4 sqmm |
| 18 | Item No.5 Providing & supplying & jointingISI mark CIDF Reflux (NRV) Valve including, railway fright, inspection charges, unloading from railway wagon .Loading in to truck, transport to the departmental store / site of work, Unloading, stacking etc. complete . 65 mm dia. Reflux valve PN-1 grade |
| 19 | Item No.6 Providing & supplying & jointingISI mark CIDF Sluice valve including, railway fright, inspection charges, unloading from railway wagon. Loading in to truck, transport to the departmental store / site of work, Unloading, stacking etc. complete .65 mm dia. Sluice valve PN-1 grade |
| 20 | Item No.7 Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete.80 mm dia. Pressure relief valve PN-1 grade |
| 21 | Item No.8. Providing, erectingPressure gauge of required capacity complete with siphon 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. |
| 22 | ItemNo.9. Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 7.5 HP consisting of DOL starter having relay range 9-14 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 |
| 23 | Item No.10. Supplying an erecting cast ironearthplate 60 X 60 X 0.6 cm. buried in specifically prepared earth pit( top edge of of plate 1.5 m. below ground level ) refilling with 30.00kg charcole and salt in alternate layers , necessary length of double earth strip connection to the plate with cadminium plate GI nutbolts 12 mm dia with bituminious compound connected to the nearest switchgear with end socket as per direction and duly tested by earth tester and recording the results supplying and erecting and erecting 19 mm dia vertical gi pipe 1.5 M long with funnel and mesh at top is included in the scope of work. Plate type electrod. |
| 24 | Item No.11. Iron work for Pannel board or for other purpose etc completed with bending, cutting, drilling, welding complete errected on position necessary materrials duly painted with 1 coat of red oxide & 2 coat of enamal paints etc complete. |
| 25 | Item no-12Supplying and erecting marine plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners, supports, nut bolts etc. complete. |
| 26 | Item no-13 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB ...upto 100 Amp |
| 27 | Item no-14 Supplying and erecting triple pole metal clad switch and fuse 415V, 63A on angle iron / GI frame as per specification no. SWSWR/ MTP. ...Main Switch 63 Amp |
| 28 | Item no-15Supplying and erectingbank of Mixed Di Electric condensers with the standard capacities of 2,3,5,7,12.5 and 15 KVAR, units of P.F.Crrection for operation on 3 phase. 5 0 cycles, 400 V (+10%) with external discharging residence, earthing terminale and build on angle iron or channel iron fram woek and provided with terminal cover box. complete errected tested....3 KVAR |
| 29 | Item no-16Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs andf drawings including fixing in position without connecting plates, braces etc, and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. |
| 30 | Item No.17. Providing and fixing M.S. chequerred plate flooring of 6 mm thickness supported on M.S. angles (25x25x5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer- in- charge. |
| 31 | Item No.18. Point wiring for light/ fan/bell consealed type in min 20 mm PVC conduit with 1.5 sq.mm FR grade copper wires, modular type swich and socket, earthing required accessaries .etc complete. |
| 32 | Item No.19. Providing & Supplying of various type of tools as per requirement etc. complete. |
| 33 | SUBWORK - SOLAR PUMPING MACHINARY Item No.1. Supplying, installing, testing and commissioning of solar waterpump of 5 HP capacity, DC submersible type (with controller)100800 LPD/ 67200LPD/ 45600LPD, total head of 50m/70m/100m, comprising of 4800Wp/ 4800Wp/ 4800Wp/ PV arrayrespectively mounted on GI structure with necessary hardware with 5years on site performance warrantee. Specification no. ESD-SWPS 5.00 BHP Solar pump |
| 34 | Item No.2. Tracker Fancing with Gate :-A) Providing and erecting 1.5 metre high wire fencing with seven rows ofbarbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5Metres, Center to center including excavating pits for foundqtion,fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fasteningthe wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. |
| 35 | Item No.2. B) :- Providing and fixing mild steel grill gate with angle iron frame 65mm x65mm x 10mm with iron bars at150mm C/C and diagonal flats as perthe detaileddrawing including hinges, pivot block locking arrangement,welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kg/Smt. |
| 36 | SUBWORK - Renovation to switch room Item No.1 :- Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc. |
| 37 | Item No.2 :- Removing cement or lime plaster including stacking the spoils as directed with all leads and lifts etc complete. |
| 38 | Item No.3. Providing and fixing 6mm thick asbestos cement corrugated sheet roofing confirming to I.S. 459 - 1970 including glvonise iron J or L hook bolts etc. complete |
| 39 | Item No.4. Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting & erecting fixing in position with connecting plates, braces etc. and one coat of anticorrosive paint and over it two coat of oil paintings of approved quality and shade complete. |
| 40 | Item No 5 :- Providing & fixing rolling steel shutter fabricated from 18/19 gauges steel laths with side guides, bottom rail, brackets, door suspension shaft, including rolling springs, locking arrangement & housing box at the top with one coat of red lead primer etc complete. |
| 41 | Item No.6 :- Providing & fixing steel window of various sizes as per detailed drawing with welded square bar 12 mm at 10 cm centre to centre hot dip zinc coating without / with ventilators including fabrication, glazing with non-acetinic / plain / obscured glass panels of approved type & quality, all fixtyres & fastening without teak wood boxing & architraves & finishing with one coat of primer complete. |
| 42 | Item No.7 :- Providing & laying in situ cement concrete in M-150 (1:2:4 ) grade of trap / granite / quartzite / gneiss metal for foundations & bedding including bailing out water manually, formwork, compaction & curing, etc complete. |
| 43 | Item No.8 :- Providing sand face plaster externally in two coats using approved screened sand in all positions, including providing base coat of 15 mm thick in cement mortar 1:4 mixing approved water proofing compound at the rate of 1 kilogramme / 50 kg ofcement and curing the same for not less than two days and keeping the surface of base coat rough to receive the sand faced treatment 8 mm thick in cement mortar 1:4 and finishing the surface by taking out grains and curing for 14 days including preparing the surface, watering and scaffolding etc. complete. |
| 44 | Item No.9 :- Providing cement plaster 12mm thick intwo coats in cement mortar 1:4 withneeru finish etc complete. |
| 45 | Item No.10 :- Providing flush grooved pointing with cement mortar 1:3 to stone masonary including scaffolding & curing etc complete. |
| 46 | Item No.11 :- Providing and applying two coat of waterproof cement paint of approved manufacture and colour to the plastered surface, including scaffolding preparing the surface, watering for two days etc. complete. |
| 47 | Item No.12 :- Providing & applying washable oil distemper paint of approved manufacture & colour to the plastered surface, including scaffolding preparing the surface watering for two days complete. |
| 48 | Subwork– RisingMainItem No.1 :- Excavation for foundation / pipe trenches in earth soil of all types, sand, gravel & soft murum including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding the backfilling etc complete.a) Lift 0 to 1.50 M. |
| 49 | Item No.2 :- Excavation for foundation / pipe trenches in hard murum and boulders including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding the backfilling etc complete. a) Lift 0 to 1.50 M. |
| 50 | Item No.3 :- Excavation for foundation / pipe trenches in soft rock by controlled blasting, including trimming & leveling the bed by chiselling where necessary & removing the excavated material & stacking it in measurable heaps within a distance of 50 m from the area & lifts as below, normal dewatering, excluding the backfilling etc complete.a) Lift 0 to 1.50 M. |
| 51 | Item No.4 :- Filling in plinth and floors / trenches murum bedding with approved murum from excavated materials from foundation inin 15 to 20 cm. layers including watering, compaction etc. complete. |
| 52 | Item No.5 :- Providing and supplying in standard lengthsPolyethelene 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 Pipe (8 kg/cm) PE-100 |
| 53 | Item No.6 :- Providing & Supplying G.I.Specials etc. complete100 mm dia. G.I. SpecialsBend |
| 54 | Tee |
| 55 | Item No.7 :- 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 II110 mm dia. HDPE Pipe (8 kg/cm) PE-100 |
| 56 | Item No.8:- Providing & supplying Air valves as per IS-10845 & MJP\"s standard specifications of approved make & quality of following diameter including all taxes , all transportation charges, inspection charges loading, unloading & stacking etc complete 15 mm Type PN-1 |
| 57 | Item No.9 :- Lowetring, laying & fixing in proper alignment & position all types of CI air valves as directed by Engineer-In-Charge including cost of all transportation, cost of all material & giving satisfactory hydraulic testing etc complete.15 mm Type PN-1 |
| 58 | Item No.10:- Providing & fixing in position Air valve shaft including providing and fixing GI Medium Class or 6mm thick M.S.pipe shaft 2.70 M long over the branch flange of air valve tee, providing PCC block M-150 concrete, 150 mm thick around the air valve teeincluding encasing of vertical shaft in M-150 as shown in type design together with providing and making the flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer-in-charge for up to 150 mm diameter of pipe lines. Foundation on murum and hard strata- upto 150 mm |
| 59 | Item No.11 :- Providing and laying in situ Plain Cement concrete in proportion M-150 of trap metal for foundation & bedding, includingout water manually, form work, capacity & caring etc complete. |
| 60 | Item No.12 :- 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. |
| 61 | Subwork– Renovation To RCC ESR Item No.1 :- Providing waterproof plaster in W.C. and bath 12mm thick for dado in cement mortar 1:3 with neat finishing, floating using water proofing compound at the rate of 1Kilogram. per bag of cement of approved make and manufacturer and curing etc. complete. (Excluding Tiles)(As directed by Engineer in Charge) |
| 62 | Item No.2 :- Providing and applying three coat of water proof cement paint of approved manufacture and colour to old plastered surface, including scaffolding preparing the surface, watering for two days etc. complete. |
| 63 | Item No.3 :- Providing and applying two coats of synthetic enamel paint of approved colour to new/old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. |
| 64 | Item No.4 :- Providing & fixingin position of M.S.Ladder 0.50M wide consisting of 75 x 10 mm M.S.flats as strigers and 16mm dia. M.S.bars in double rowsas steps placed at 25cm c/c including cost of materials & labour involved, welding, ancharing and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. etc complete. |
| 65 | Item No.5 :- Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour andshade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 66 | Item No.6 :- Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete. 90 x 60 cm size and weight 35 kg. |
| 67 | Item No.7 :-Providing & supplying & Fixing ISI mark G.I pipes of following Class. & Dia including all taxes (Central and local ) insurance,railway freight,unloading from railway wagon, loading into trucks ,transport to departmental stores /site, unloading, stacking etc. complete.( IS-1536/1989) as directed by Engineer in charge.100 mm dia. G.I.Pipe(Heavy class) - 14.70 kg/m |
| 68 | 100 mm dia. G.I.Pipe(Heavy class) - 14.70 kg/m |
| 69 | Item No.8 :- Providing & Fixing ISI mark CI double flanged short body pattern type manually sluice valve of following dia including all taxes, all transportation charges, inspection charges loading unloading stacking… etc complete. 100 mm dia. Sluice valve PN-1 |
| 70 | 100 mm dia. Sluice valve PN-1 |
| 71 | Item No.9 :- Providing & Making Name plate on ESR structure with oil paint etc complete.2.00 m x 1.00 m size |
| 72 | SUBWORK - DISTRIBUTION SYSTEMItem No.2 :- Excavation for foundation / pipe trenches in earth soil of all types, sand, gravel & soft murum including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding the backfilling etc complete.a) Lift 0 to 1.50 M. |
| 73 | Item No.3 :- Excavation for foundation / pipe trenches in hard murum and boulders including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding the backfilling etc complete. a) Lift 0 to 1.50 M. |
| 74 | 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)a) Lift 0 to 1.50 M. |
| 75 | Item No.5 :- Filling in plinth and floors / trenches murum bedding with approved murum from excavated materials from foundation inin 15 to 20 cm. layers including watering, compaction etc. complete. |
| 76 | Item No.6 :- Providing and supplying in standard lengthsPolyethelene 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 Pipe (6 kg/cm) PE-100 |
| 77 | 90 mm dia. HDPE Pipe (6 kg/cm) PE-100 |
| 78 | 75 mm dia. HDPE Pipe (6 kg/cm) PE-100 |
| 79 | 63mm dia. HDPE Pipe (6 kg/cm) PE-100 |
| 80 | Item No.7 :- Providing & Supplying G.I.Specials etc complete100 mm dia. G.I. Specials Bend |
| 81 | Tee |
| 82 | 75 mm dia. G.I. Specials Bend |
| 83 | Tee |
| 84 | 65 mm dia. G.I. Specials Bend |
| 85 | Tee |
| 86 | 50 mm dia. G.I. Specials Bend |
| 87 | Tee |
| 88 | Union |
| 89 | Elbow |
| 90 | Item No.8 :-Lowering , laying & jointing withHDPE/ G.I. pipes and specials of following class and dia. including conveyance from stores to site of work, all labour, giving satisfacyory hydraulic test , etc. complete either underground or in verticle position , 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. 110 mm dia. HDPE Pipe (6 kg/cm) PE-100 |
| 91 | 90 mm dia. HDPE Pipe (6 kg/cm) PE-100 |
| 92 | 75 mm dia. HDPE Pipe (6 kg/cm) PE-100 |
| 93 | 63 mm dia. HDPE Pipe (6 kg/cm) PE-100 |
| 94 | Item No.9 : - Providing double flanges Sluice Valve conferming IS 2906/14846 Incl worn gear arrangement as per test pressure stainless steel spindle, cap,inl. All taxes transportation etc. complete80 mm dia. S.V.( PN-1) |
| 95 | 65 mm dia. S.V.( PN-1) |
| 96 | 50 mm dia. S.V.( PN-1) |
| 97 | 80 mm dia. S.V. (PN-1) |
| 98 | 65 mm dia. S.V. (PN-1) |
| 99 | 50 mm dia. S.V. (PN-1) |
| 100 | Item No.11 :- Providing & constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCCbedding , B.B. masonryin C.M. 1:5 proportion, precast R.C.C. frame & cover etc. complete.60 x 45 x 90 cm. |
| 101 | Item No.12 : - Supplying and erecting Gun metal sluice valve at position with necessary materials complete.50 mm dia. Gun metal sluice valve |
| 102 | Item No.13 :- Providing & supplying Air valves as per IS-10845 & MJP\"s standard specifications of approved make & quality of following diameter including all taxes , all transportation charges, inspection charges loading, unloading & stacking etc complete |
| 103 | Item No.14 :- Lowetring, laying & fixing in proper alignment & position all types of CI air valves as directed by Engineer-In-Charge including cost of all transportation, cost of all material & giving satisfactory hydraulic testing etc complete. |
| 104 | Item No.15:- Providing & fixing in position Air valve shaft including providing and fixing GI Medium Class or 6mm thick M.S.pipe shaft 2.70 M long over the branch flange of air valve tee, providing PCC block M-150 concrete, 150 mm thick around the air valve teeincluding encasing of vertical shaft in M-150 as shown in type design together with providing and making the flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer-in-charge for up to 150 mm diameter of pipe lines.Foundation on murum and hard strata- upto 150 mm |
| 105 | Item No.16 :- Providing and laying in situ Plain Cement concrete in proportion M-150 of trap metal for foundation & bedding, including out water manually, form work, capacity & caring etc…… complete. |
| 106 | Item No.17 :- 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. |
| 107 | SUBWORK - PRESSURE SAND FILTER 20 cum / hr Item No.1 :-Designing(aesthetically), providingand constructing and commissioning Catalytic OxidationFilter Online Water Treatment Plant consisting ofallincludingcostofProvidingandapplyingEpoxy paint to inside surface of water retaining structures incontactwithchlorineandproviding treatment Mechanical and Electrical components of variours sub-works as given below : including necessary hydraulic testing, structural testing equipment testing, trial run for a period of 3 months, etc. complete as directed by Engineer-in- charge (turn-key job).Providing of AQUA C O F PRESSURE FILTERS SYSTEMSAutomatic Online Hydraulically Operated Self Cleaning Filter with required accessories etc. complete for connecting to rising main with a maximum / minimum operating pressure of 3.5 Bar and 2.0 Bar respectively and including the cost of filter unit, inlet valve, outlet valve, bypass valve and non return valve, MS stand for support and confirming to the following specifications: |
| 108 | SUBWORK -TRIAL RUNItem No.1 :- Commisioning, running & maintaining the scheme to quantites, rated capacity, including manning necessary personal 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 personel spared by MJP/ 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 Electrisity bill will also be paid by Department. For single Village without WTP |
AI Tender Summary
Tender Timeline
May 25, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
May 30, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 30, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 31, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender