Retrofitting Pipe Water Scheme At Bhadkamba Pethwadi Tal. Sangameshwar
Tender Value
Ref. Documents
Estimated cost
Bid Submission
23 Jun 2022
0 days left
EMD
33546
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sangameshwar → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Pipe Water Scheme At Bhadkamba Pethwadi Tal. Sangameshwar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Jun-2022 | Extension in Date 2d call | Date | 20-Jun-2022 |
| 2 | 20-Jun-2022 | Extension in Date 3rd call | Date | 23-Jun-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | SUB ESTIMATE NO - 1 JACK WELL |
| 2 | Item no1:- Excavation in general in soft material comprising of soft murumwith boulders,in wet or dry condition for Head Work i.e.Intake Well,Connecting Pipe,Jack Well,Pump House,Supply Well, etc.for lift 0 to 1.50 M and lead 150 Mincluding baricading,guarding, disposing off surplus excavated stuff within a radius of 0.5 Km. as directed by Engineer-in-charge,etc.complete excluding refilling. |
| 3 | 0.00 to 1.50m. |
| 4 | 1.50 to 3.00m. |
| 5 | 3.00 to 4.50 m. |
| 6 | 4.50 to 6.00 m. |
| 7 | 6.00 to 7.50m. |
| 8 | 7.50 to 9.00 m. |
| 9 | 9.00 to 10.50 m. |
| 10 | Item no 2:- Excavation in general in hard material comprising of soft rock,hard rock,etc,by blasting/controlled blasting/chiselling as required in wet or dry condition forHead Work i.e.Intake Well,Connecting Pipe,Jack Well,Pump House,Supply Well, etc.for lift 0 to 1.50 M and lead 150 Mincluding baricading,guarding, disposing off surplus excavated stuff within a radius of 0.5 Km. as directed by Engineer-in-charge,etc.complete excluding refilling. |
| 11 | 1.50 to 3.00m. |
| 12 | 3.00 to 4.50 m. |
| 13 | 4.50 to 6.00m |
| 14 | 6.00 to 7.50m |
| 15 | 7.50 to 9.00m |
| 16 | 9.00 to 10.50 m. |
| 17 | Item No 3 :-Dewatering the excavated tranches and pools ofwater in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer - in -charge ( including cost of machinery, labour, fuel ), etc. complete. |
| 18 | Item No 4:- Providing &laying in situP.C.C. 1:2:4 (M-15) of trap metals as per detailed drawing including formwork compacting curing etc. complete. |
| 19 | Item No 5:- Providing &laying in situ Reinforced cement concrete 1:1/2:3 (M- 20) of trap metals as per detailed drawing & design including formwork compacting curing etc.complete .(Excluding steel reinforcement) |
| 20 | Item No 6:-providing &fixing in position Steel reinforcement of verious diameters for R.C.C.pile caps, footings, foundations, slabs, beams, columns, staining walls, etc. as per detailed drawings, designs, & schedules. including cutting, bending, hooking, & binding with wires.etc. completed. |
| 21 | Item No 7 :- Providing &fixing 80 m.m.dia A.c. / p. v. c. pipe weap holes at 1.5m c/c staggered including cost of all materials and labour involved with all leads andlifts etc. complete for well staining wallof necessary diameter. |
| 22 | Item No8:- Refilling the trenches with available excavated stuff with soft material fist ovar pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 23 | Item No9:-Providing &Fixing in position C. I. dapuri steps of 22mm dia. M. S. bars steps with proper anchorage with applying three coats of anti-corrosive oil paint etc. comleted |
| 24 | Item no 10 :- Providing and fixing name board etc. complete as directed byEngineer - in - charge. |
| 25 | SUB ESTIMATE NO - 2PUMP HOUSE |
| 26 | Item no1:- Excavation for foundation / pipe trenches in Hardmurum &boulders, W.B.M. roadincluding removing the excavated materials upto a distance 50 meterbeyond the area and lifts as below, stacking and spreding as directed by Engineer - in - charge, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. |
| 27 | Item No2:- providing &laying in situ P.C.C.. 1:2:4 (M15) of trap metals for foundation & Plinthincluding compaction curing form work etc.complete. |
| 28 | Item No3 :-Providing soling using 80 mm size trap metal in layers of15 cm.each layer including filling with sand,ramming &watering completed |
| 29 | Item No4:-Providing laterite stone masonary in c. m.1:6 in foundation &plinth including striking out joint on the unexposed facesand watering complete.. |
| 30 | Item No 5:-Providing laterite stone masonary in c. m.1:6 in superstructure including striking out joint on the unexposed facesand watering complete. |
| 31 | Item No 6:- providing &laying in situR.C.C. 1:11/2:3 (M 20) of trap metals for Slab & Landing of all thicknessas per detailed drawing &designs including centering, form work,compacting &roughjng the if special finishing is to be donecuring etc.complete. |
| 32 | Item No 7:-providing &fixing in position Steel reinforcement of verious diameters for R.C.C.pile caps, footings, foundations, slabs, beams, columns, staining walls, etc. as per detailed drawings, designs, & schedules. including cutting, bending, hooking, & binding with wires.etc. completed. |
| 33 | Item No8:-Providing internal &External plastering 12 mm. Tk.in two coat in C. M. 1:3 without neeru finish to stone masonary surface in all positions including scaffolding, racking out joints, providing grooveat joints of stone masonary |
| 34 | Item No9:-Prviding & fixing factory made precast door frame of cement concrete(as per IS-456-2000)M40 gradeof section 1000x60mm. Including reinfoecement as per I.S.6523 with polymeric blocks having screw holding capacity of250kg. Screw fixed in position of R.C. C.Frameas per requirment & specifications without fan light, hodfasts, carting, &erecting in position &two coat of oil paints, etc. complete. |
| 35 | Item No10:-Prviding &fixing R. C. C. Grillsin all positions etc complete |
| 36 | SUB ESTIMATE NO - 3PUMPING MACHINARY |
| 37 | Item No 1:-Providing Installing, Testing, Esambling, electrically drive submersible pump set from all causes when running at2900 RPM. (Approximately)coupled to Sub motor squrel range induction type of adquate capacity as per detailed specifications.Rate analysis capacity of 1.50LPS.Horse Power7.50. H.P. Total Head 116.00 M. Stages12.00No |
| 38 | Item No 2:-Providing, erecting, commissioning and touting of floor mounting type L.T. penner Bord (Skeleton type ) as per detail specfications. |
| 39 | Item No 3:- providing, erecting, jointing and testing of vertical drop mm. dia G.I. medium duty in 1.5 m. / 1 mtr. or in length as per site condition with heavy duty flanges, etc. complete as per detailed specifications. |
| 40 | Item No 4:- providing, erecting jointing and touting of required size M.S.D./ F specials and pipe and flanges tubes etc. complete as per detail specifications |
| 41 | Item No5:-Providing & Supplying of verious diameters of verious type of vales medium class I.S.I. Mark includingall labours, materials, octry,all taxes completed. etc. completed. |
| 42 | 65 mmdia. Non Rerturn ValvesP N 1.6 |
| 43 | 65mmdia.Sluice Valves. P N 1.6 |
| 44 | Item No6:-Lowering laying and fixing in proper alignment and position all types ofC.I. valves etc. as directed by Engineerincludingall labours, materials, octry,all taxes completed. etc. completed. |
| 45 | 65 mmdia. Non Rerturn ValvesP N 1.6 |
| 46 | 65mmdia.Sluice Valves. P N 1.6 |
| 47 | Item No7:- Providing laying, jointing and testing of PVC water proof sub-cable (1x3x4) sqm. size as per details specifications. |
| 48 | Item No 8:- Providing laying and testing of p.v.c. aluminium conductor armored cable (1x4) core size and as per details specifications. |
| 49 | Item No9:-providing and touting varnished plank 20 mm. thick fixed to wall or on em panel board for fitting M.S.E.B. connection with necessary material supports etc. |
| 50 | Item No10:- Excavation of trench in any type of trench in any type of struts 0.3 mtr. width and 0.6 mtr. depth including removing of excavated material laying P.V.C. conduit pipe and refilling the trench with excavated material. |
| 51 | Item No11:- providing and lowering, laying and jointing with provided cable of P.V.C. conduit pipe suitable for inserting cables etc. complete. |
| 52 | Item No12:- providing, installing testing earthing arangement to installation of meter, L.T. penner board starter etc. complete as per details specifications. |
| 53 | Item No13:- providing, installing and commissioning with test and trial internal elestification arrangement with suitable size cable laying in P.V.C. conduit with two point, two plus two flourescent tube two plug two street light I.C.D. P. 10 A, with necessary sunmica bord and paine type borde etc. complete. Rate analsis |
| 54 | Item No14:- Testing operating and trial of pumping machinery and all allied equipment as directed by Engineer and as per specification complete. |
| 55 | SUB ESTIMATE NO - 4 RISING MAIN |
| 56 | Item No1:-Providing & supplying in standard lengths polyethelene pipes, confirming to I.S.I.4984/14151/ 12786/13488 with necessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all local ¢ral taxes, transpotation and fright charges inspection charges, loading / unloading charges, conveyance to the deparmental stores / site & stacking the same in closed shade duely protecting from sunrays & rains, etc. completeH.D.P.E Pips 75 mm 16 kg/sqcm |
| 57 | Item No2:-Providing &laying of verious diameters of verious type of vales medium class I.S.I. Mark includingall labours, materials, octry,all taxes completed. etc. completed. |
| 58 | 25 mmDia. Air Valves P N 1.6 |
| 59 | Item no 3 :-Excavation for foundation / pipe trenches in Hardmurum &boulders, W.B.M. roadincluding removing the excavated materials upto a distance 50 meterbeyond the area and lifts as below, stacking and spreding as directed by Engineer - in - charge, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. |
| 60 | Item no 4:-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in measu-rable heaps,within a distance of 50 m. from the area & lift as below, normal dewatering,1.50m stacexcluding back filling, etc. complete. |
| 61 | Item No5:-Lowering Laying in standard lengths polyethelene pipes, of following class and dia. Including cost of conveyance from store to site of works including cost of all labour, giving satisfactory hydraulic testing as per IS code75 mm 12.5 kg/sqcm |
| 62 | Item No6:-Lowering laying and fixing in proper alignment and position all types ofC.I. valves etc. as directed by Engineerincludingall labours, materials, octry,all taxes completed. etc. completed |
| 63 | 25 mmDia.Air Valves P N 1.6 |
| 64 | Item No8:- Refilling the trenches with available excavated stuff with soft material fist ovar pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 65 | SUB ESTIMATE NO - 5 R.C.C. G.S.R. |
| 66 | Item no1:-Designing (aesthetically) & constructing R.C.C. ground service Reservoirs/ R.C.C.Sumps in M300 Mix if required capacity including Excavation in all type of strata including foundation concrete cont- ainer walls bottom slab top R.C.C.slab or dome, 20mm tk cement plastering with water compound in c.m.1:3 inside face of container including including epoxy paint from inside including refilling & depositing surpluse stuff within 50m lead all labours & materials charges for laying &jointing of pipes assembly forinlet outlet washout, & bypass arrengement of C.I./ M.S.D.F./ Pipes special &valves of given diameters providing & fixingM.S.Ladder inside & outside C.I. Manhole cover with frame watre topslab, B.B.masonry chamberfor all volves vent- ilating shafts, including giving satisfactorily hydraulic test water tightness test as per IS code &providing three coat of cement paint to all exposed surface of structure including roof surfaceetc. completed as per design data criteria, obligatory requirement & detailed specifications, Anti terminite tratment shall be given for under groundportion of the structure etc complete |
| 67 | Item No 2:-Providing & supplying ISI mark G.I. pipes at site of work , fo50 mm dia( M ) confirming to relevent IS specifications , including all taxes (Central & Local ) all labours, materials, octry,all taxes completed. etc. completed. |
| 68 | Item No3:-Providing &laying of verious diameters of verious type of vales medium class I.S.I. Mark includingall labours, materials, octry,all taxes completed. etc. completed. |
| 69 | 80mmdia.Sluice Valves. P N 1.6 |
| 70 | 50mmdia.Sluice Valves. P N 1.6 |
| 71 | SUB ESTIMATE NO - 6DISTRIBUTION PIPE LINE |
| 72 | Item No1:-Providing & supplying in standard lengths polyethelene pipes, confirming to I.S.I.4984/14151/ 12786/13488 with necessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all local ¢ral taxes, transpotation and fright charges inspection charges, loading / unloading charges, conveyance to the deparmental stores / site & stacking the same in closed shade duely protecting from sunrays & rains, etc. complete |
| 73 | B)63 mm dia 6 kg/sqm |
| 74 | Item No 2:-Providing & supplying ISI mark G.I. pipes at site of work , following dia. & class confirming to relevent IS specifications , including all taxes (Central & Local ) all labours, materials, octry,all taxes completed. etc. completed. |
| 75 | 80 mm dia( M ) |
| 76 | 50 mm dia( M ) |
| 77 | Item No3:-Providing &laying of verious diameters of verious type of vales medium class I.S.I. Mark includingall labours, materials, octry,all taxes completed. etc. completed. |
| 78 | 50mmdia.Sluice Valves. P N 1.6 |
| 79 | 25 mmDia. Air Valves P N 1.6 |
| 80 | Item no 4 :-Excavation for foundation / pipe trenches in Hardmurum &boulders, W.B.M. roadincluding removing the excavated materials upto a distance 50 meterbeyond the area and lifts as below, stacking and spreding as directed by Engineer - in - charge, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. |
| 81 | Item no 5:-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in measu-rable heaps,within a distance of 50 m. from the area & lift as below, normal dewatering,1.50m stacexcluding back filling, etc. complete |
| 82 | Item No6:-Lowering Laying in standard lengths polyethelene pipes, of following class and dia. Including cost of conveyance from store to site of works including cost of all labour, giving satisfactory hydraulic testing as per IS code, etc.complete. |
| 83 | B)63 mm dia 6 kg/sqm |
| 84 | Item No7:-Lowering Laying in standard lengths G.I. pipes, of following class and dia. Including cost of conveyance from store to site of works including cost of all labour, giving satisfactory hydraulic testing as per IS code, etc.complete. |
| 85 | 80 mm diaM |
| 86 | 50 mm diaM |
| 87 | Item No8:-Lowering laying and fixing in proper alignment and position all types ofC.I. valves etc. as directed by Engineerincludingall labours, materials, octry,all taxes completed. etc. completed. |
| 88 | 50mmdia. Sluice Valves. P N 1.6 |
| 89 | 25 mmDia. Air Valves P N 1.6 |
| 90 | Item No9:- Refilling the trenches with available excavated stuff with soft material fist ovar pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 91 | SUB ESTIMATE NO - 8 Trial Run |
| 92 | Item No 1:-Commisioning running and maintaining the scheme to quantites, 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 3 month for regional scheme, together with training of personne 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. For Single Village. |
| 93 | GST 12% |
AI Tender Summary
Tender Timeline
Jun 20, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 20, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 23, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 23, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 24, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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