Tender For Jal Jeevan Mission Water Supply Project For Palsunde Tal Akole Dist. Ahmednagar
Tender Value
3.88 Crore
Estimated cost
Bid Submission
26 Dec 2022
0 days left
EMD
3.88 Lakhs
Bank guarantee accepted
Document Fee
11200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ahmednagar → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Jal Jeevan Mission Water Supply Project For Palsunde Tal Akole Dist. Ahmednagar
BOQ
| Sl. No. | Item Description |
| 1 | Sub Estimate No. :- 1(A) :- SWITCH ROOM 1 NOS i)NEAR FLOATING PUMP @ DAM 3 X 3 X 3.0 M & ii) NEAR EX P.WELL @ PHOPHASANDI SIZE 3 X 3 X 3.0MItem No. 1 :-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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 |
| 2 | Item No. 2 :- Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) |
| 3 | Item No. 3 :- Providing and laying in situ ( 1:2:4) ( M-150) grade of C.C. of trap/ granite/ quartizite/ gneiss metal for foundation and bedding including dewatering form work compaction curing finishing etc. complete with initial lift of 1.50 m below/ above ground level.PCC M-150 |
| 4 | Item No. 4 :- Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work in foundation like raft grillage , srtip foundation and footing of RCC coloumns and strip foundation and footing of RCC coloumns and steel stanchions including normal dewatering, formwork , compaction, finishing and curing etc. complete ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200 M-200 FOOTING |
| 5 | Item No. 5 :- Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement)Forcolumns ( upto plinth level) |
| 6 | Item No. 6 :- Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of Beams/ Braces/ lintels.RCC BEAMS M-200 |
| 7 | Item No. 7 :- Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) In RCC M-200 all types of Chajjs / parapets/ cirtain walls/ partionwalls/ pardiesRCC SLAB M - 200 |
| 8 | Item No. 8 :- Providing and castingin situ C.C. of trap/ Granite/ gneiss metal of approved quality forRCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- grade slab/ landing/ vertical walls/ waste slab/ steps for staircase.RCC CHAJJA M-200 |
| 9 | Item No. 9 :- Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel.TOR STEEL |
| 10 | Item No. 10 :- Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel. |
| 11 | Item No. 11 :- Providing and laying rough shahabad stone flooring upto 40 mm thick nd of required wodth in plain/diamond pattern on bed of bed 1:6 cement morar including cement float,striking joints,pointing in cement mortar 1:3 curing and cleaning etc.complete |
| 12 | Item No. 12 :- Providing internal cement plaster 12 mm. thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. |
| 13 | Item No. 13 :- Providingsandfacedplaster externallyin cement mortar using kharsalia / kasaba or similar type of sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6-8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete using pozzolana cement. |
| 14 | Item No. 14 :- Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. |
| 15 | Item No. 15 :- Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. |
| 16 | Item No. 16 :- Providing and fixing steelframe of angle 50X 50X 6 mm for windows with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including iron.hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete. |
| 17 | Item No. 17 :- Providing and fixing in position factory made box type steel window with glazed fan light including steel windows of cold rolled section of 105 mm x 60 mm x 1.25 mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm) as per detailed drawing and design or as directed including providing horizontal mild steel 12 mm square bars at 10 cm center to center,required F7B section,section76,section 20 mm x 5 mm mild steel flat for shutter and F4B section for frame,3 mm thic kg lass of approved quality for fan light necessary fixtures and fastening etc.complete finishing with one coat of anticorrosive paint etc.complete |
| 18 | Item No. 18 :- Providing and fixing steelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. |
| 19 | Item No. 19 :- Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm (5mmx3) thick x 30 mm width on one style and to prail and 10 mm (5mmx2) thick x 30 mm width onotherstyle and bottom rails.The inner panels laminated with 2 mm thick termite proof,water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plainand/orpre lim colours on one side after routing the moulded design on flush door sand 2 mm plainand/orprelam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc.as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. |
| 20 | Item No. 20 :- 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 |
| 21 | Sub Estimate No. :- 1(B) :- SWITCH ROOM 1 NOS i)NEAR FLOATING PUMP @ DAM 3 X 3 X 3.0 M & ii) NEAR EX P.WELL @ PHOPHASANDI SIZE 3 X 3 X 3.0MItem No. 1 :-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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 |
| 22 | Item No. 2 :- Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) |
| 23 | Item No. 3 :- Providing and laying in situ ( 1:2:4) ( M-150) grade of C.C. of trap/ granite/ quartizite/ gneiss metal for foundation and bedding including dewatering form work compaction curing finishing etc. complete with initial lift of 1.50 m below/ above ground level.PCC M-150 |
| 24 | Item No. 4 :- Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work in foundation like raft grillage , srtip foundation and footing of RCC coloumns and strip foundation and footing of RCC coloumns and steel stanchions including normal dewatering, formwork , compaction, finishing and curing etc. complete ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200 M-200 FOOTING |
| 25 | Item No. 5 :- Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement)Forcolumns ( upto plinth level) |
| 26 | Item No. 6 :- Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of Beams/ Braces/ lintels.RCC BEAMS M-200 |
| 27 | Item No. 7 :- Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) In RCC M-200 all types of Chajjs / parapets/ cirtain walls/ partionwalls/ pardiesRCC SLAB M - 200 |
| 28 | Item No. 8 :- Providing and castingin situ C.C. of trap/ Granite/ gneiss metal of approved quality forRCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- grade slab/ landing/ vertical walls/ waste slab/ steps for staircase.RCC CHAJJA M-200 |
| 29 | Item No. 9 :- Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel.TOR STEEL |
| 30 | Item No. 10 :- Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel. |
| 31 | Item No. 11 :- Providing and laying rough shahabad stone flooring upto 40 mm thick nd of required wodth in plain/diamond pattern on bed of bed 1:6 cement morar including cement float,striking joints,pointing in cement mortar 1:3 curing and cleaning etc.complete |
| 32 | Item No. 12 :- Providing internal cement plaster 12 mm. thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. |
| 33 | Item No. 13 :- Providingsandfacedplaster externallyin cement mortar using kharsalia / kasaba or similar type of sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6-8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete using pozzolana cement. |
| 34 | Item No. 14 :- Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. |
| 35 | Item No. 15 :- Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. |
| 36 | Item No. 16 :- Providing and fixing steelframe of angle 50X 50X 6 mm for windows with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including iron.hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete. |
| 37 | Item No. 17 :- Providing and fixing in position factory made box type steel window with glazed fan light including steel windows of cold rolled section of 105 mm x 60 mm x 1.25 mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm) as per detailed drawing and design or as directed including providing horizontal mild steel 12 mm square bars at 10 cm center to center,required F7B section,section76,section 20 mm x 5 mm mild steel flat for shutter and F4B section for frame,3 mm thic kg lass of approved quality for fan light necessary fixtures and fastening etc.complete finishing with one coat of anticorrosive paint etc.complete |
| 38 | Item No. 18 :- Providing and fixing steelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. |
| 39 | Item No. 19 :- Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm (5mmx3) thick x 30 mm width on one style and to prail and 10 mm (5mmx2) thick x 30 mm width onotherstyle and bottom rails.The inner panels laminated with 2 mm thick termite proof,water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plainand/orpre lim colours on one side after routing the moulded design on flush door sand 2 mm plainand/orprelam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc.as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. |
| 40 | Item No. 20 :- 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 |
| 41 | Sub Estimate No. :- 2 :- RAW WATER PUMPING MACHINERY FROM JACKWELL TO WTP :- Item No. 1 :-Submersible Pump :- Providing, erecting and giving test of submersible pumpset conforming to IS 8034 and motor conforming to IS9283, with water proof winding. Pump shall be suitablefor various delivery head and discharge with stainlesssteel shaft. Motor suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply, with cable guard, thrustcarbon/fiber bearing to withstand entire hydraulic thrust.The pump set shall be suitable for direct coupling, withsuitable suction strainer. Pump should have suitabledischarge out let as per manufacturer\"s design. Antithruststream lined non return valve shall be provided with thepump. 3 m submersible copper conductor cable in single/ double run and 2 pairs of suitable size erection clamp10 mm thick shall be provided with each pump.a) Discharge 16800 LPH at 145 meter head |
| 42 | Item No. 2 :-M S pipes andSpecials Providing and fabricating installing M S Pipes and special for suction & delivery side with jointing materials etc complete as per detailled specification.M S pipes & flanged ended specials of required dia. |
| 43 | Item No. 3 :-CIDF Valve.Providing installing commissioning of CIDF sluice valves PN-1 rating with satisfactory test & trial as per detailed specifications etc. complete.a) 65 mm dia sluice valve |
| 44 | b) 65 mm dia reflux valve |
| 45 | c) 50 mm dia air valve |
| 46 | Item No. 4 :-Pressure gaugeProviding, erecting, pressure gauge of 150 mm dia. Complete with syphon tube isolating cock suitable for 12 mm dia. G.I. pipe |
| 47 | Item No. 5 : -Lifting Equipmenta) Providing, erecting triple spur gear type chain pulley block suitable for 1 Tonne Capacity with 6 m Lift complete with load chain and hand chain suitable for above lift,tested to 50% overload as per IS 3832 carrying ISI mark. |
| 48 | b) Travelling trolleyProviding, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load. |
| 49 | Item No. 6 :- Control Panel boardProviding , erecting and commissioning, industrial Cubicaltypecontrol panel boardandas per detailed specification. |
| 50 | Item No. 7 :- CableProviding, erecting, XLPE / PVC insulated armouredaluminium conductorOf following sizes 1100 V grade cable as per detailed specification attached.(a) 3.5 core 35 sq.mm cable from Transformer to Main Panel |
| 51 | (b) Submersible Copper conductor3 Core 125 sq.mm cable |
| 52 | Item No. 8 :- EarthingProviding, erecting giving test of earthing arrangement to all electrical equipment as per IE rules and as per detailed specifications. |
| 53 | Item No. 9 :-ElectrificationsProviding installing of electrificationsto pump house as per detailed specifications . |
| 54 | Item No. 10 :- FoundationProviding, constructing C.C. Foundation block in 1:2:4 proporation for supporting valves, specials, pipes, panel and starter as per detailed specifications. |
| 55 | Item No. 11 :- Tools Providing tools as per detailed specification |
| 56 | Item No. 12 :-Electromagnetic Water meter Supplying,Instaling and commissioning electromagnetic flow meter EMF As per ISO 4064 for Raw/Pure water with accuracy +/- 0.50% of measured value and protection as per given specification for size 100 mm - 1000 mm including sensor transmitter surge arrestor cable GI duct of suitable size 25 mtrs built in GSM (with simcard and its charges valid for 36 months)including pipe cutting,levelling and installation of flow meter in the pipe line with necessary tool tackles cranesincluding 36 months guaranteeetc. complete as may be required at site and base on technical specification.100 mm dia |
| 57 | Sub Estimate No - 3 :- RAW WATERRISING MAIN PART A : MATERIALItem No. 1 :- Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments DI K-9 DIA 112.2 MM |
| 58 | Item No. 2:- 5% of cost of pipes shall be considered for cost of HDPE specials for estimate purpose only5% amount of pipe cost |
| 59 | Item No. 3 :- Providing and supplying ISI mark Sluice valve including all taxes, railway freight, inspection charges unloading from railway wagon, loading into truck, transportation unto site, unloading, stackingetc.complete.SLUICE VALVE WITHOUT BYPASS PN- 1.0100 MM |
| 60 | SCOUR VALVE80MM |
| 61 | Item No. 4 : - Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved 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.Air Valve Single Ball Flanged / Screwed Type - PN -150 MM |
| 62 | PART B- LABOURItem No. 1 :- Excavation for Foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum,including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.SOFT SOIL |
| 63 | Item No. 2 :- 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. (Bd- A-3/259)HARD MURUM |
| 64 | Item No. 3 :- 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)HARD ROCK BY CHISELLING |
| 65 | Item No. 4 :- Excavation for foundation / pipe trenches insoft rock and old cement and lime masonry foundation asphalt road includingremoving the excavated material upto a distance of 50 M beyond the area and lifts asbelow, stacking as directed by Engineer-incharge,normal dewatering, preparing the bedfor foundation and excluding backfilling, etc. complete. (Bd-A-4/259)SOFT ROCK |
| 66 | Item No. 5 :- Excavation for foundation / pipe trenches inhard rock by controlled blasting, includingtrimming and levelling the bed by chiselling where necessary and removing theexcavated 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. (Bd-A-5/259)HARD ROCK |
| 67 | Item No. 6 :- Filling in plinth and floors murum bedding intrenches with approved murum fromexcavated materials from foundation in 15cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 68 | 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/el ectrofusion andbutt 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 IIHDPE 16KG DIA 140 MM |
| 69 | Item No. 8 :- Lowering, laying and jointing in position following CID/F Reflux valves & Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.SLUICE VALVE WITHOUT BYPASS PN- 1.0100 MM |
| 70 | SCOUR VALVE80 MM |
| 71 | Item No. 9 :- Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve 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.) UPTO 150 MM |
| 72 | Item No. 10 :- Providing and laying in situ following grades of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding excluding dewatering, form work, compacting and curing, finishing etc. complete. 1:2:4 (M-150)FOR INCASING |
| 73 | Item No. 11 :- providing & casting in situ C.C. of trap metal for RCC work as per detaileddrawing & designexcluding dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete.RCC M-200 THRUST BLOCK |
| 74 | Item No. 12 :- Providing & fixing in position steel bar \"reinforcement of various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels, pardies copings fins, arches, etc. as per detailed \"design & drawing & schedules, excluding cutting, bending, hooking the bars, binding with wire track \"welding & supporting as required, etc. completeTor Steel For Thrust Blocks |
| 75 | Item No. 13 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge. Size 1.2 X 1.2 X 1.2 M |
| 76 | Item No. 14 :- Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..HDPE 16KGDIA 140 MM |
| 77 | Item No. 15 :- 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 excluding consolidation, surcharging, etc. complete |
| 78 | Sub Estimate No. :- 4 :- WATER TREATMENT PLANT CAPACITY0.5MLDItem No. 1:- Designing (aesthetically), providing, fabricating Package Water Treatment Plant at the shop, transporting to site, installing, testing and commissioning at the site, giving necessary one month\"s free test and trail run with guarantee for one year, etc. completePre fabricated Package Water Treatment Plant comprising following1) Rapid mixing channel in M.S. sheets and M.S. baffle2) Flocculator not less than 10 minutes detention, in M.S. prefabricated box, flocculation being achieved either by glass pebbles of graded size or PVC tetrapod or equivalent arrangement to ensure good floc formation.3) Plate or tube settlers of not less than 30 minutes detention in M.S. prefabricated box, the plates / tubes mounted in the settler basin with inclination of not less than 60 degree to horizontal.4) Rapid sand gravity filter in M.S. prefabricated box with filter sand not less than 500 mm thick, supported on false floor below with polypropylene nozzles spaced at not more than 500 mm centres in either direction.5) Backwashing, inlet & outlet facilities shall be provided.Air blowers - Air Blowers are not required for WTP having capacity less than and equal to 3 MLD, for WTP having capacity more than 3 MLD air blowers capacity of delevering 600 LPM per sqm of free air of filter area 0.4 kg/sqcm at underdrain (100% standby)Wash water tank capacity equal to 2 % of designed quantity of filer water in a day + 10 %wash water pump with 100 % standby (Minimum 3 HP with all accessories)Backwash with water not less than 0.6 cum/sqm of filter bed area in filter box.Piping of outlet upto sump6) Laboratory equipments7) External & Internal electrification8) TCL solution tank with mixing, carrying and dosing arrangement with piping.9) Gravity feed gas chlorinator with 100% standby.10)Four alum storage unit11) Drainage arrangement12)Providing room with RCC roof for office and Lab space with necessary water supply & drainage arrangement & internal roads13) RCC sump of one hour cap.and pump house on it.14) Internal Road15) Wire fencing with gate for WTP premises.16) All civil works for foundation, consisting of raised RCC platform above G.L. or walls in B.B. masonry or UCR masonry shall be provided as per needs at site.17) Bypass in the form of pipes or M.S. channels included in the design, effecting bypass of such new tank and filter individually or both. (Limit upto 5.0 M. from W.T.P. face)18) The entire M.S. fabricated tank provided with FRP lining (5 mm thick) to inside face in contact with water epoxy painting- two coats with one coat of primer on outside. Th19) Alum dosing and mixing arrangements to be provided in twin tanks, each of 8 hours capacity, capable of importing does of 20 ppm with 5% solution. The alum tanks provided with a dose in steps of 5 ppm and entire unit mounted on the top of flocculator / settler box, in the form of prefabricated structure, with access platform and ladder. Alum boxes with FRP lining (5 mm thick) inside and epoxy paint two coats with one coat of primer on outside.20) Both flocculator and settling basins provided with hopper bottom with slope not less than 45 degrees to the horizontal drain pipes and valves provided to both flocculator and settling basin.21) Flow ratings to conform following parameters :a) Velocities in channels not to exceed 0.6 M./Second.b) Velocities in filter outlet pipes and valves not to exceed 1 M./Second.c) Velocities in interconnecting pipe and controls not to exceed 1M./Second.d) Backwash with air : Not required.e) Backwash with water : Not less than 0.6 M./ Sqm. of filter bed area in filter box.22) Free board for all units not less than 300 mm23) Rates as above include all taxes, octroi and duties which would be specific to the site locations.Package Water Treatment PlantCAPACITY - 0.5 MLD (21 Cum/Hr. (0.5 MLD)) |
| 79 | Sub Estimate No. :- 5 :- Pure Water Pumping Machinery from WTP TO ALL ESR :- Item No. 1 :-Submersible monoblock Pump :- Providing, erecting and giving test of submersible pumpset conforming to IS 8034 and motor conforming to IS9283, with water proof winding. Pump shall be suitablefor various delivery head and discharge with stainlesssteel shaft. Motor suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply, with cable guard, thrustcarbon/fiber bearing to withstand entire hydraulic thrust.The pump set shall be suitable for direct coupling, withsuitable suction strainer. Pump should have suitabledischarge out let as per manufacturer\"s design. Antithruststream lined non return valve shall be provided with thepump. 3 m submersible copper conductor cable in single/ double run and 2 pairs of suitable size erection clamp10 mm thick shall be provided with each pump.a) Discharge 14875 LPH at 21 meter head |
| 80 | Item No. 2 :-M S pipes andSpecials Providing and fabricating installing M S Pipes and special for suction & delivery side with jointing materials etc complete as per detailled specification.M S pipes & flanged ended specials of required dia. |
| 81 | Item No. 3 :-CIDF Valve.Providing installing commissioning of CIDF sluice valves PN-1 rating with satisfactory test & trial as per detailed specifications etc. complete.a) 50 mm dia sluice valve |
| 82 | b) 50 mm dia reflux valve |
| 83 | c) 50 mm dia air valve |
| 84 | Item No. 4 :-Pressure gaugeProviding, erecting, pressure gauge of 150 mm dia. Complete with syphon tube isolating cock suitable for 12 mm dia. G.I. pipe |
| 85 | Item No. 5 : -Lifting Equipmenta) Providing, erecting triple spur gear type chain pulley block suitable for 1 Tonne Capacity with 6 m Lift complete with load chain and hand chain suitable for above lift,tested to 50% overload as per IS 3832 carrying ISI mark. |
| 86 | b) Travelling trolleyProviding, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load. |
| 87 | Item No. 6 :- Control Panel boardProviding , erecting and commissioning, industrial Cubicaltypecontrol panel boardandas per detailed specification. |
| 88 | Item No. 7 :- CableProviding, erecting, XLPE / PVC insulated armouredaluminium conductorOf following sizes 1100 V grade cable as per detailed specification attached.(a) 3.5 core 25 sq.mm cable from Transformer to Main Panel |
| 89 | (b) Submersible Copper conductor3 Core 6 sq.mm cable |
| 90 | Item No. 8 :- EarthingProviding, erecting giving test of earthing arrangement to all electrical equipment as per IE rules and as per detailed specifications. |
| 91 | Item No. 9 :-ElectrificationsProviding installing of electrificationsto pump house as per detailed specifications . |
| 92 | Item No. 10 :- FoundationProviding, constructing C.C. Foundation block in 1:2:4 proporation for supporting valves, specials, pipes, panel and starter as per detailed specifications. |
| 93 | Item No. 11 :- ToolsProviding tools as per detailed specification |
| 94 | Item No. 12 :-Electromagnetic Water meter Supplying,Instaling and commissioning electromagnetic flow meter EMF As per ISO 4064 for Raw/Pure water with accuracy +/- 0.50% of measured value and protection as per given specification for size 100 mm - 1000 mm including sensor transmitter surge arrestor cable GI duct of suitable size 25 mtrs built in GSM (with simcard and its charges valid for 36 months)including pipe cutting,levelling and installation of flow meter in the pipe line with necessary tool tackles cranesincluding 36 months guaranteeetc. complete as may be required at site and base on technical specification.150 mm dia |
| 95 | Sub Estimate No. :- 6 :- Pure Water Pumping Machinery from ex p.well to all esr/gsr :- Item No. 1 :-Submersible monoblock Pump :- Providing, erecting and giving test of submersible pumpset conforming to IS 8034 and motor conforming to IS9283, with water proof winding. Pump shall be suitablefor various delivery head and discharge with stainlesssteel shaft. Motor suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply, with cable guard, thrustcarbon/fiber bearing to withstand entire hydraulic thrust.The pump set shall be suitable for direct coupling, withsuitable suction strainer. Pump should have suitabledischarge out let as per manufacturer\"s design. Antithruststream lined non return valve shall be provided with thepump. 3 m submersible copper conductor cable in single/ double run and 2 pairs of suitable size erection clamp10 mm thick shall be provided with each pump.a) Discharge 7525 LPH at 169 meter head |
| 96 | Item No. 2 :-M S pipes andSpecials Providing and fabricating installing M S Pipes and special for suction & delivery side with jointing materials etc complete as per detailled specification.M S pipes & flanged ended specials of required dia. |
| 97 | Item No. 3 :-CIDF Valve.Providing installing commissioning of CIDF sluice valves PN-1 rating with satisfactory test & trial as per detailed specifications etc. complete.a) 50 mm dia sluice valve |
| 98 | b) 50 mm dia reflux valve |
| 99 | c) 50 mm dia air valve |
| 100 | Item No. 4 :-Pressure gaugeProviding, erecting, pressure gauge of 150 mm dia. Complete with syphon tube isolating cock suitable for 12 mm dia. G.I. pipe |
| 101 | Item No. 5 : -Lifting Equipmenta) Providing, erecting triple spur gear type chain pulley block suitable for 1 Tonne Capacity with 6 m Lift complete with load chain and hand chain suitable for above lift,tested to 50% overload as per IS 3832 carrying ISI mark. |
| 102 | b) Travelling trolleyProviding, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load. |
| 103 | Item No. 6 :- Control Panel boardProviding , erecting and commissioning, industrial Cubicaltypecontrol panel boardandas per detailed specification. |
| 104 | Item No. 7 :- CableProviding, erecting, XLPE / PVC insulated armouredaluminium conductorOf following sizes 1100 V grade cable as per detailed specification attached.(a) 3.5 core 25 sq.mm cable from Transformer to Main Panel |
| 105 | (b) Submersible Copper conductor3 Core 6 sq.mm cable |
| 106 | Item No. 8 :- EarthingProviding, erecting giving test of earthing arrangement to all electrical equipment as per IE rules and as per detailed specifications. |
| 107 | Item No. 9 :-ElectrificationsProviding installing of electrificationsto pump house as per detailed specifications . |
| 108 | Item No. 10 :- FoundationProviding, constructing C.C. Foundation block in 1:2:4 proporation for supporting valves, specials, pipes, panel and starter as per detailed specifications. |
| 109 | Item No. 11 :- ToolsProviding tools as per detailed specification |
| 110 | Item No. 12 :-AMR Bulk meter Providing,installing testing and commissioning of inline battery operated ultrasonic bulk type water meters ISO 4064 with built in data logger and GSM/GPRS modem for transfer of data communication to remote central computer as per working on following conditions and specifications.The meter shall be suitable for 50oC and provided with IP 68 protection class with complete immersion of water.The meter shall have battery life of min.10 years should be able to detect the reverse flow volume and tampering.Theaccuracy of the meter shall be +/- 1 % of measuredvalue including 36 months guarantee etc complete.( With Simcard and its charges,valid for 36 months80 mm dia |
| 111 | Sub Estimate No - 7 :-PURE WATERRISING MAIN FOR GROUP+1 FROM WTP TO ESR\"S HDPE 6KG/CM^2 DIA- 90 MM TO 110 MMTOTALL-6176M& FOR GROUP+2EX.P.WELL TO ALL ESR/GSR HDPE 6 TO 12.5 KG/CM^2 DIA- 90MMTOTALL-6392MPART A : MATERIALItem No. 1 :- 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, inspectioncharges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. omplete.90 MM DIA HDPE 6 KG/CM^2 |
| 112 | 110DIAMM HDPE 6 KG/CM^2 |
| 113 | 90 DIA MM HDPE 12.5KG/CM^2 |
| 114 | Item No. 2:- 5% of cost of pipes shall be considered for cost of HDPE specials for estimate purpose only5% amount of pipe cost |
| 115 | Item No. 3 :- Providing and supplying ISI mark Sluice valve including all taxes, railway freight, inspection charges unloading from railway wagon, loading into truck, transportation unto site, unloading, stackingetc.complete.SLUICE VALVE WITHOUT BYPASS PN- 1.080 MM |
| 116 | 100 MM |
| 117 | SCOUR VALVE80MM |
| 118 | Item No. 4 : - Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved 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.Air Valve Single Ball Flanged / Screwed Type - PN -125 MM |
| 119 | PART B- LABOURItem No. 1 :- Excavation for Foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum,including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.SOFT SOIL |
| 120 | Item No. 2 :- 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. (Bd- A-3/259)HARD MURUM |
| 121 | Item No. 3 :- 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)HARD ROCK BY CHISELLING |
| 122 | Item No. 4 :- Excavation for foundation / pipe trenches insoft rock and old cement and lime masonry foundation asphalt road includingremoving the excavated material upto a distance of 50 M beyond the area and lifts asbelow, stacking as directed by Engineer-incharge,normal dewatering, preparing the bedfor foundation and excluding backfilling, etc. complete. (Bd-A-4/259)SOFT ROCK |
| 123 | Item No. 5 :- Excavation for foundation / pipe trenches inhard rock by controlled blasting, includingtrimming and levelling the bed by chiselling where necessary and removing theexcavated 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. (Bd-A-5/259)HARD ROCK |
| 124 | Item No. 6 :- Filling in plinth and floors murum bedding intrenches with approved murum fromexcavated materials from foundation in 15cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 125 | 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/el ectrofusion andbutt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 90 MM DIA HDPE 6 KG/CM^2 |
| 126 | 110DIAMM HDPE 6 KG/CM^2 |
| 127 | Item No. 8 :- Lowering, laying and jointing in position following CID/F Reflux valves & Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.SLUICE VALVE WITHOUT BYPASS PN- 1.080 MM |
| 128 | 100MMSLUICE VALVE |
| 129 | SCOUR VALVE 80 MM |
| 130 | Item No. 9 :- Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve 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.) UPTO 150 MM |
| 131 | Item No. 10 :- Providing and laying in situ following grades of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding excluding dewatering, form work, compacting and curing, finishing etc. complete. 1:2:4 (M-150)FOR INCASING |
| 132 | RA NO 1 |
| 133 | Item No. 11 :- providing & casting in situ C.C. of trap metal for RCC work as per detaileddrawing & designexcluding dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete.RCC M-200 THRUST BLOCK |
| 134 | Item No. 12 :- Providing & fixing in position steel bar \"reinforcement of various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels, pardies copings fins, arches, etc. as per detailed \"design & drawing & schedules, excluding cutting, bending, hooking the bars, binding with wire track \"welding & supporting as required, etc. completeTor Steel For Thrust Blocks |
| 135 | Item No. 13 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge. Size 1.2 X 1.2 X 1.2 M |
| 136 | Item No. 14 :- Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 90 MM DIA HDPE 6 KG/CM^2 |
| 137 | 110DIAMM HDPE 6 KG/CM^2 |
| 138 | Item No. 15 :- 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 excluding consolidation, surcharging, etc. complete |
| 139 | Sub Estimate No. :- 7 :- ESRI) PALSUNDE ESR CAP- 0.50 LL ST HT - 6 M II)UMBARWADI ESR CAP -0.16 LL ST HT -6 M & III)PHOPHASANDI ESR CAP- 0.21 LL ST HT - 18 MItem No. 1 :-Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, ater level indicators, lighteningconductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level,M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-ChargeESR@PALSUNDE GROUP +1Cap-50000 L-St. Ht.-6 m |
| 140 | ESR@UMBARWADI GROUP +1Cap-16000 L-St.Ht.-6 M |
| 141 | ESR@PHOPHASASNDI GROUP+2Cap-21000 L-St.Ht.-18 M |
| 142 | Item No. 2:- 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)DIDF PIPEESR@PALSUNDE GROUP +1ESR@UMBARWADI GROUP +1Inlet Pipe100 MM |
| 143 | Outlet Pipe 150 MM |
| 144 | OverFlow Pipe 150 MM |
| 145 | Bypass Pipe 100 MM |
| 146 | ESR@PHOPHASASNDI GROUP+2Inlet Pipe100 MM |
| 147 | Outlet Pipe 150 MM |
| 148 | OverFlow Pipe 150 MM |
| 149 | Bypass Pipe 100 MM |
| 150 | Item No. 3:- 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.PN - 1.0 WITHOUT BYPASSInlet Pipe100 MM |
| 151 | Outlet Pipe 150 MM |
| 152 | OverFlow Pipe 150 MM |
| 153 | Bypass Pipe 100 MM |
| 154 | Item No. 4 :- Providing 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. pipesexcluding cost of all labours and materialsandtransportation to stores / site, loading , unloading excluding all taxes , etc. complete. |
| 155 | Sub Estimate No. :- 8 :- GSR i) KACHAREWADI GSR CAP- 0.10 LL ii) KARAVEWADI GSR CAP 0.04 LLiii) BHAGATWADI GSR CAP -0.10 LL iv)GHODEWADI GSR CAP- 0.08 LL v)PICHADWADI GSR 0.05 LL & vi) KONARWADI GSR 0.07 LLItem No. 1 :-Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, ater level indicators, lighteningconductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level,M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge1) GSR@KACHAREWADIGROUP +1Cap-10000 L-St.Ht.-3 M |
| 156 | 2) GSR@KARAVE WADI GROUP +1Cap-4000 L- St. Ht.-3 M |
| 157 | 3) GSR@BHAGATWADI GROUP +2Cap-10000 L |
| 158 | 4) GSR@GHODEWADIGROUP +2Cap-8000 L |
| 159 | 5) GSR@PICHADWADI GROUP +2Cap-5000 L |
| 160 | 6) ESR@KONARWADI GROUP+3Cap-7000 L |
| 161 | Item No. 2:- 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)DIDF PIPEGSR@KACHAREWADIGROUP +1GSR@KARAVE WADI GROUP +1Inlet Pipe100 MM |
| 162 | Outlet Pipe 100 MM |
| 163 | OverFlow Pipe 100 MM |
| 164 | Bypass Pipe 100 MM |
| 165 | GSR@BHAGATWADI GROUP +2GSR@GHODEWADIGROUP +2GSR@PICHADWADI GROUP +2ESR@KONARWADI GROUP+3Inlet Pipe100 MM |
| 166 | Outlet Pipe 100 MM |
| 167 | OverFlow Pipe 100 MM |
| 168 | Bypass Pipe 100 MM |
| 169 | Item No. 3:- 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.PN - 1.0 WITHOUT BYPASSInlet Pipe100 MM |
| 170 | Outlet Pipe 100 MM |
| 171 | OverFlow Pipe 100 MM |
| 172 | Bypass Pipe 100 MM |
| 173 | Item No. 4 :- Providing 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. pipesexcluding cost of all labours and materialsandtransportation to stores / site, loading , unloading excluding all taxes , etc. complete. |
| 174 | Sub Estimate No. 10 :-DISTRIBUTIONSYSTEME PVC 4KG/CM^2 TO 12.50 KG/CM^2DIA 75 MM TO 110MM TOTAL L -13421 M :- PART A :MATERIALItem No. 1 :-Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e.olvent cement, etc. complete (selffit type to be jointed with cement solvent). 75 MM DIA PVC 4KG/CM^2 |
| 175 | 75 MM DIA PVC 6 KG/CM^ 2 |
| 176 | 75 MM DIA PVC 8 KG/CM^ 2 |
| 177 | 90 MM DIA PVC 4 KG/CM^ 2 |
| 178 | 90 MM DIA PVC 6 KG/CM^ 2 |
| 179 | 110 MM DIA PVC 4 KG/CM^ 2 |
| 180 | Item No. 2:- 10% of cost of pipes shall be considered for cost of PVC specials for estimate purpose only10% amount of pipe cost |
| 181 | Item No. 3 :- Providing and supplying ISI mark Sluice valve including all taxes, railway freight, inspection charges unloading from railway wagon, loading into truck, transportation unto site, unloading, stacking etc.complete.SLUICE VALVE WITHOUT BYPASS PN- 1.080MM |
| 182 | 100MM |
| 183 | 125MM |
| 184 | PART B : LABOURItem No. 1 : - Excavation for Foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum,including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.SOFT SOIL |
| 185 | Item No.2 :- 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. (BdA-3/259)HARD MURUM |
| 186 | Item No. 3 :- 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)HARD ROCK BY CHISELLING |
| 187 | Item No. 4 :- Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-4/259)(Soft Rock) |
| 188 | Item No. 5 :- Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259)(Hard Rock) |
| 189 | Item No. 6 :- 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. (Bd-A-10/263) |
| 190 | Item No. 7 :- Lowering, laying and jointing with P.V.C. pipes and specials offollowing 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). 75 MM DIA PVC 4KG/CM^2 |
| 191 | 75 MM DIA PVC 6 KG/CM^ 2 |
| 192 | 75 MM DIA PVC 8 KG/CM^ 2 |
| 193 | 90 MM DIA PVC 4 KG/CM^ 2 |
| 194 | 90 MM DIA PVC 6 KG/CM^ 2 |
| 195 | 110 MM DIA PVC 4 KG/CM^ 2 |
| 196 | Item No. 8 :- Lowering, laying and jointing in position following CID/F Reflux valves & Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.SLUICE VALVE WITHOUT BYPASS PN- 1.080 MM |
| 197 | 100MMSLUICE VALVE |
| 198 | 125MMSLUICE VALVE |
| 199 | Item No. 9 :- 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(20KG) |
| 200 | Item No. 10 :- Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.4KG/CM^2DIA 75 MM |
| 201 | 6 KG/CM^ 3DIA 75 MM |
| 202 | 8 KG/CM^ 2DIA 75 MM |
| 203 | 4 KG/CM^ 2DIA 90 MM |
| 204 | 6 KG/CM^ 3DIA 90 MM |
| 205 | 4 KG/CM^ 2DIA 110 MM |
| 206 | Item No. 11 :- 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 excluding consolidation, surcharging, etc. complete |
| 207 | Sub Estimate No 11 :-Trial Run:- Item No. 1 :- Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.For single village with WTP |
| 208 | Sub Estimate No 12:- Item No.1- Solar Plant - 14 kWp Capacity at WTP, 2 kWp for Scheme 1 & 2 kWp for Scheme 2Supplying, installing, testing and commissioning of 30 kWp capacity on grid solar power pack with GI mounting structure and inter connecting wires / cables without battery bank SPV modules and solar power conditioning unit of required capacity complete, with 5 years on site performance warrantee. Specification no. ESD-RTONGNote:Rates are as per benchmark cost of Ministry of New and Renewable Energy (MNRE), inclusive of total system cost including PV solar module ,invertor,balance of systems including cables,switces/circuit breakers/connectors/junction boxes,mounting structure,earthing,lightning arrestors,cost of meter,local connectivity cost,cost of civil works,doundation etc andit\"s installation, commissioning, transportation, insurance,capital cost of online monitoring, comprehensive maintenance charges for five years,applicable fees and taxes etc. |
| 209 | Item No.2 :- Providing, and fixing with test and trial net metering arrangement dully tested from MSEDCLetc. Complete |
AI Tender Summary
Tender Timeline
Dec 22, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 26, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 27, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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