Tender For Retrofitting Of Water Supply Scheme At Kurukali Tal Kagal Dist Kolhapur
Tender Value
1.69 Crore
Estimated cost
Bid Submission
18 Jan 2023
0 days left
EMD
1.69 Lakhs
Bank guarantee accepted
Document Fee
34000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kagal → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Of Water Supply Scheme At Kurukali Tal Kagal Dist Kolhapur
BOQ
| Sl. No. | Item Description |
| 1 | Subwork No. 1 -Intake well Excavation 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, Connecting Pipe, Jack Well,pump House, Supply Well, etc. forlift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.For Head Works on river or dam submergence Lift 0 to 1.50 m |
| 2 | Lift 1.50 to 3.00 m |
| 3 | Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or 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 barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 3 to 4.50 m |
| 4 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. PCC M 15 |
| 5 | 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, form work, 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 Raft slab M 25 |
| 6 | Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work,ompaction, finishing the formed surfaces with.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening 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) For wall & slab M 25 - Lift 0 to 5 m |
| 7 | 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). |
| 8 | Providing and fixing in position Cl dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 9 | Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangementsncluding applying 2 coats of anti-corrosive paint, etc. complete. 90 x 60 cm- 35 kg |
| 10 | Providing, hoisting and fixing in position inverted \"J\" type 100 mm dia C.I. cowl type ventilators with mosquitoproof aluminium mesh at top in including applying 2 coats of anti-corrosive paint, etc. complete as directed by Engineerin- charge, weighing not less than 35 kg. |
| 11 | Providing and fixing in position C.I. / M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anticorrosive oil paint, etc. complete as directed by Engineer-in-charge. |
| 12 | Dewatering charges for estimation purpose for head works in river basin or dam Intake Well of 3 M dia. |
| 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. |
| 14 | Subwork No.2 - Connecting pipe Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive costof jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for RubberGaskets. 250 mmD.I.K9 class pipe |
| 15 | Excavation 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, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.Lift 0 to 1.50 m |
| 16 | Lift 1.50 to 3 m |
| 17 | Lift 3 to 4.50 m |
| 18 | Lift 4.50 to 6 m |
| 19 | Lift 6 to 7.50 m |
| 20 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 21 | Lowering, laying and jointing with SBR rubber gaskets C.I. S/S pipes ofarious classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including the conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete.300 mm CIA class pipe |
| 22 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sidesof B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the terial |
| 23 | Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance |
| 24 | 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. |
| 25 | SW No. 3 - Raw water Pumping machinery submersiblePumpset:- Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Head130 Mtr & Discharge - 12500 LPH , 15 H. P. Submersible Pump 150 mm dia (with Bronze / Stainless steel(CF8M) Impeller) up to 12 stages |
| 26 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete 80 mm dia. GI B class pipes |
| 27 | MSDF Pipes & Specials :- Providing and supplying ISI standard MS specials of required thickness with 3 coats ofapproved 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 tostores / site, and stacking, etc. complete. |
| 28 | MS Flanges :- Providing Fabricating erecting MS Flanges sleep on type (all Tables) of required size and thickness |
| 29 | Pressure Gauge :- Providing ,erecting Pressure Gaugeglyserene gelly filled 100 mm dia as per specifications |
| 30 | LT Panel :- Providing , erecting & Commissioning L.T. Control Panel comprising of all required electrical equipments as per detailed specifications. |
| 31 | Cables :- Providing erecting commissioningofSubmersible copper& Aluminium conductor XLPE, 1.1 kV armoured cable 1 x 3x 10sq.mm Submersible cablefromstarter to Motor |
| 32 | Earthing- Providing & making plate type earthing of 60 x 60 x0.6 mm G.I. earth plate with chember as per IE rules & as per detailed specification. |
| 33 | G. I. Earth Wire - Providing, fixing GI Earthwire connected to nearest earthing and equipments as per IE rules and as per detailed specification. |
| 34 | SW No 4 - Four pole structure Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, 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. |
| 35 | Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing andcompacting, etc. complete |
| 36 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) PCC M 15 |
| 37 | 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, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Torreinforcement) RCC Raft M 25 |
| 38 | 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 Tor Steel |
| 39 | Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat ofnticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275) |
| 40 | Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) 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, etc. complete as directed by Engineer-in-charge. 6 mm thick |
| 41 | Providing and fixing Jungle (hard) wood of approved species joists and girders in timber floor of single, double or framed type including scaffolding if necessary and one primer coat etc. complete. |
| 42 | Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 kg/sq.m.). |
| 43 | Providing and fixing in position M.S. 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 placed at 25 cm c/c including cost of material and labour involved, welding,anchoring and applying 3 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 44 | Providing and fixing M.S. grill door 24g/sqm of various size as per detailedrawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc. Spec. No.: As directed by Engineer in charge. |
| 45 | Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 46 | S W No. 5 - Rising main from jackwell to GSR Excavation for foundation or pipe trenches in earth soils of all types, sand gravel and soft murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling etc. complete. |
| 47 | Excavation for foundation or pipe trenches in hard murum & boulders , WBM roadincluding removing the excavated material upto a distance of 50 m beyond the area and lifts as below stacking and spreading as directed by Engineer in charge normal dewatering , preparing the bed for foundation excluding back filling etc. |
| 48 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 49 | 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. |
| 50 | Filling in plinth ad floors murum beddig in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete. |
| 51 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. HDPE 125 mm 10 Kg/Sq. cm : pipe |
| 52 | HDPE 125 mm 10 Kg/Sq. cm : pipe |
| 53 | HDPE 125 mm 6 Kg/Sq. cm : pipe |
| 54 | 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.Couplers 125 |
| 55 | Equal Tee 125 |
| 56 | Elbow 90 Deg.125 mm |
| 57 | Elbow 45 Deg. 125 mm |
| 58 | LNP 125 mm Dia. |
| 59 | Providing double flange sluice valve 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 respect etc. complete. 125 mm dia sluice valve PN 1.6 |
| 60 | Providing 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) 125 mm dia NRV PN 1.6 |
| 61 | Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications ofapproved make and quality of following diameters including railway freight, inspection charges,unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.50 mm dia Double ball air valves PN 1.6 |
| 62 | 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.) |
| 63 | 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. PRV 80mm PN 1.6 |
| 64 | Providing ISI standard R.C.C. pipes in standard lengths f following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev- ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. 300 mm dia NP III pipe |
| 65 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. HDPE 140 mm 10 & 6Kg/Sq. cm : pipe |
| 66 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer- in-charge (For all class of pipes.) as per IS- 783-1985. 300 mm dia NP III pipe |
| 67 | Lowering, laying and jointing in position following 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. (Rate for all class of valves.) 125 mm dia sluice valve PN 1.6 |
| 68 | Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). 50 mm dia. Double ball air valve PN 1.6 |
| 69 | Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.) PRV 80 mm PN 1.6 |
| 70 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 71 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).Dia of Pipe : 200 mm (I. D.) 6.0 mm |
| 72 | Pushing of M.S. pipes 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 of below M.S. casing pipes, lowering, laying , jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into the trench, etc. transportation and dewatering, etc complete, as directed by engineer-incharge but excluding the cost of M.S. pipes.a) 200 mm to 499 mm dia MS pipe |
| 73 | Refilling the trenches with available excavated stuff with soft material first over pipe lie and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 74 | S.W. No. 6 -RCC Sump ofCap. 25000 Ltr Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts,including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure.Sump cap 25,000 liters |
| 75 | SW No. 7 - Pure water Pumping machinery submersiblePumpset:- Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Head10 Mtr & Discharge - 12500 LPH , 3 H. P. Submersible Pump 150 mm dia (withBronze / Stainless steel(CF8M) Impeller) up to 12 stages |
| 76 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete 80 mm dia. GI B class pipes |
| 77 | MSDF Pipes & Specials :- Providing and supplying ISI standard MS specials of required thickness with 3 coats ofapproved 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 tostores / site, and stacking, etc. complete. |
| 78 | MS Flanges :- Providing Fabricating erecting MS Flanges sleep on type (all Tables) of required size and thickness |
| 79 | Pressure Gauge :- Providing ,erecting Pressure Gaugeglyserene gelly filled 100 mm dia as per specifications |
| 80 | LT Panel :- Providing , erecting & Commissioning L.T. Control Panel comprising of all required electrical equipments as per detailed specifications. |
| 81 | Cables :- Providing erecting commissioningofSubmersible copper& Aluminium conductor XLPE, 1.1 kV armoured cable 1 x 3x 4sq.mm Submersible cablefromstarter to Motor |
| 82 | Earthing- Providing & making plate type earthing of 60 x 60 x0.6 mm G.I. earth plate with chember as per IE rules & as per detailed specification. |
| 83 | G. I. Earth Wire - Providing, fixing GI Earthwire connected to nearest earthing and equipments as per IE rules and as per detailed specification. |
| 84 | Providing Lowering, laying and jointing double flange sluice valve 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 respect etc. complete. 80 mm dia sluice valve PN 1 |
| 85 | Providing, supplying Lowering, laying and jointing 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) 80 mm dia NRV PN 1 |
| 86 | Providing , supplying, Lowering, laying and jointing 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. PRV 80 mm PN 1 |
| 87 | Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications ofapproved make and quality of following diameters including railway freight, inspection charges,unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. 25 mm dia Double ball air valves |
| 88 | SW. No. 8 - Pressure sand filter Designing , providing, fabricating pressure sand filter transporting to site, installing, testing and commissioning at the site, giving necessary one month\"s free test and trail run with guarantee for one year, etc. complete. Flow rate 20 cum/hrVessels sizes 2 Nos. size 1500 mm x 1800 mm Hori. Vessels sizes 1500 mm dia x 1800 mm Hori.Piping and valves 75 mmFilter media zeosobleTCL dosing pumps 2 Nos.Pressure gauge and air release valveRate as per approved quotation |
| 89 | S.W. No. 9 - RCC Filter Room ( 6.25 x 4 x 4 ) Excavation for foundation or pipe trenches in earth soils of all types, sand gravel and soft murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling etc. complete. |
| 90 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete |
| 91 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 92 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 93 | 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, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 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) Columnfooting M20 |
| 94 | Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, 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) Column M20 |
| 95 | Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening 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 20 Beam / Lintel M20 |
| 96 | Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening 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 20 |
| 97 | Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening 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 20 Chajja M20 |
| 98 | Providing and fixing in position steel bar einforcement 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 elding and supporting as required, etc. complete (including cost of binding wire).(Bd-F-17/306) |
| 99 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering andcompaction, etc. complete. |
| 100 | Providing IInd class B.B.masonry with conventional bricks in C.M. of following proportion in superstructure including striking out and raking out joints, watering and scaffolding etc. complete in cement Mortar (1:6) |
| 101 | Providing 20 mm thick cement plaster in two coats in 1:3 cement mortar without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc complete. |
| 102 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35x3x5 mm angle section fitted with sliding bolts and handles for both sides,deep M.S.channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S.Bracket plate 300x300x3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter ,hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear weels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear) |
| 103 | Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, Steel fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 104 | Providing and applying white wash in one coat on old / new plastered or masonry surfaces and AC sheets including scaffolding and preparing the surface by brushing and brooming down complete. |
| 105 | Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. |
| 106 | Providing and applying washable oil bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding , preparing the surface excluding the primer coat etc. complete. |
| 107 | Providing and laying Polished Tandur Stone flooring 25mm to 30mm thick required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. Spec. No.: Bd.M.3 Page No. 380 |
| 108 | Providing and making electric light fitting , tubes , buttens etc. complte. |
| 109 | S.W. No.?10 - RCC G.S.R ofCap. 60000 Ltr For Gavthan Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure.Notes :-1) The design shall be in accordance with various relevant l.S. specification (l.S. 456/1978, l.S. 875 - 1987, l.S. 3370 -1965 or revised. 2) Only M.S. bars grade I conforming to l.S. 432 part-I or high yield strength deformed bars conforming to l.S. 1786 or l.S. 1139 shall be used. Grade -II M.S. bars shall not be used. 3) Entire structure shall be in M-300 onlv. 4) The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 5) The G.S.R. I Sump above 15 lakh litres capacity shall be in two compartment. 6) The Job includes designing the structure forupliftpressureanddewateringif requiredduringentireexecutionand disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer- in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%. 7) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom. 8) For pipe diameters upto 300 mm only Cl pipes and Cl specialsshall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with properanticorrosive epoxy treatment from inside and outside. 9) Costofpumphouseisnotincludedin these rates. 10) AboveratesareapplicableforSeismic Zones 23 and 4. 11) 75% part rate shall be payable for reinforcement, concrete andplastering items of all types of G.S.R.s and sumps till satisfactory hydraulictestingforwater tightnesstestis givenand tillthat work shall be treated as incomplete. Note: ConditionsfromSr.No.1 to11 shall form a part and parcel of tender and mustbeincluded inthedrafttender papersforworkofR.C.C.GSRsand sumos. |
| 110 | Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon,loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) 100 mm Dia. |
| 111 | 150 mm Dia. Medium Class |
| 112 | Providing double flange sluice valve 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 respect etc. complete. 100 mm dia sluice valve PN 1 |
| 113 | 150 mm dia sluice valve PN 1 |
| 114 | Providing 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. |
| 115 | S W No. 11 - Distribution System Excavation for foundation or pipe trenches in earth soils of all types, sand gravel and soft murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling etc. complete. |
| 116 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 117 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete |
| 118 | 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. |
| 119 | Filling in plinth ad floors murum beddig in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete. |
| 120 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler jointcompression 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.HDPE 110 mm |
| 121 | HDPE90 mm |
| 122 | HDPE 75 mm |
| 123 | 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.Couplers 110 mm |
| 124 | Couplers 90 mm |
| 125 | Couplers 75 mm |
| 126 | Equal Tee 110 mm |
| 127 | Equal Tee 90 mm |
| 128 | Equal Tee 75 mm |
| 129 | Elbow 90 Deg.110 mm |
| 130 | Elbow 90 Deg.90 mm |
| 131 | Elbow 90 Deg.75 mm |
| 132 | Elbow 45 Deg.110 mm |
| 133 | Elbow 45 Deg.90 mm |
| 134 | Elbow 45 Deg.75 mm |
| 135 | LNPE 110 mm Dia. |
| 136 | LNPE 90 mm Dia. |
| 137 | LNPE 75 mm Dia. |
| 138 | Reducer 110 x 90 |
| 139 | Reducer 110 x 75 |
| 140 | Reducer 90 x 75 |
| 141 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 110 mm Dia. |
| 142 | 80 mm Dia. |
| 143 | 65 mm Dia. |
| 144 | Providing double flange sluice valve 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 respect etc. complete.100 mm dia SV PN 1 |
| 145 | 80 mm dia SV PN 1 |
| 146 | 65 mm dia SV PN 1 |
| 147 | Providing ISI standard R.C.C. pipes in standard lengths f following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev- ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.300 mm dia NP III pipe |
| 148 | Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II HDPE 110 mm |
| 149 | HDPE 90 mm |
| 150 | HDPE 75 mm |
| 151 | Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 80 mm Dia. |
| 152 | 80 mm Dia. |
| 153 | 65 mm Dia. |
| 154 | Lowering, laying and jointing in position following 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. (Rate for all class of valves.)including hydraulic testing 100 mm dia SV PN 1 |
| 155 | 80 mm dia SV PN 1 |
| 156 | 65 mm dia SV PN 1 |
| 157 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer- in-charge (For all class of pipes.) as per IS- 783-1985.300 mm dia NP III pipe |
| 158 | Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.100 mm x 225 mm (20 kg) |
| 159 | Refilling the trenches with available excavated stuff with soft material first over pipe lie and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 160 | S W No. 12 - Trial Run Commissioning, running & maintaining the scheme to quantity, rated capacity, including managing 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 together with training of personal spared by MJP / local body & handing over the scheme to local body after completion of above period as directed by Engineer-in-charge. |
AI Tender Summary
Tender Timeline
Jan 11, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 18, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 19, 2023
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