Tender For Jal Jeevan Mission Water Supply Project For Pimpri Kolandar Tal Shrigonda Dist. Ahmednagar, Ahmednagar-Maharashtra

TDR : 35511475

Tender Notice
BOQ

Expired

Ahmednagar , Maharashtra

Tender Brief : Tender For Jal Jeevan Mission Water Supply Project For Pimpri Kolandar Tal Shrigonda Dist. Ahmednagar

Document Fees
₹ 11200 /-

EMD
₹ 276099.0 /-

Tender Value
₹ 2.76 Crore /-

Submission Date
02-01-2023

Competition Type
Indian

Bidding Type
Tender

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1	Sub Estimate No. :- 1 :- Production Well(Dia-6 m and Depth-18 m) Item No. 1 :-Takingtrialbore(CoreBoreSampling)byCallyx machinewithTCT/NXbitstogatherundisturbed strata samples for investigation in all types of strata, softsoil,murum,hardmurumwithboulders,soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveyingallmaterialstositeofworkexcluding conveyance of callyx machine and back sampling all overburdenstratainglassjarandcoresamples seriallynumberedatsiteinawoodencorebox, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and ofNXsize(50mm)inotherstrata.Theitemshall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it.In overburden (soft soil, murum)
2	Item No. 2 :- Excavation in general in soft material comprisingof soft soil, soft murrum, sand, hard murum with boulders in wet or dry condition for Head Works I.e. intake well, connecting pipe Jack well, pump House, supplywelletc.forlift\"0to1.5M&lead\"of1.50M includingbarricading,guarding,depositingoft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc \"complete excluding refilling.Soft StrataLift0.00 to 1.5 m
3	Lift 1.50to 3.0 m
4	Lift 3.00to 4.5 m
5	Lift 4.50to 6.0 m
6	Item No. 3 :-Excavation in general in hard material comprising of soft rocks, hard rock, manjara rock etc. by blasting / controlledblasting ,chiseling as re-quirked in wet or dryconditionfor headworksI.e.\"intake well connecting pipe, jack well ,pump \"house supply well, etc.forlift0to1.5Mandleadof1.50Mincluding barricading, guarding depositing off surplus excavated stuff within a radius \"of0.5 km as directed by Engineer -in-chargeexcluding refillingHard StrataLift 6.00to 7.5 m
7	Lift 7.50to 9.0 m
8	Lift 9.00to 10.5 m
9	Lift 10.50to 12.0 m
10	Lift 12.00to 13.5 m
11	Lift 13.50to15.0 m
12	Lift 15.00to 16.5 m
13	Lift 16.50to 18.0 m
14	Item No. 4 :- Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches/ well works byusingpumpandotherdevicesincluding disposing off water to safe distance as directed \" by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
15	Item No. 5 :- ProvidingandlayinginsitucementconcreteM-15of trap/granite/quartzite /gneiss metal for foundationandbeddingincludingbailing-outwater manually formwork, compacting, covering newly laid concretebygunnybag,plasticortarpaulin,curing etc.complete.(Woodenplanks/shutteringwillnot beallowed)Spec.No.:Bd.E.1PageNo.287/IS 456:2000PCC -150
16	Item No. 6 :- providing & casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detaileddrawing & design or as directed byEngineer-in-chargeincluding dewatering,centeringfromworkcompaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficientminimumthicknesstogiveasmooth& evensurfacewherevernecessaryorrougheningif special finish is to be provided & curing etc. complete.(ByweighbatchingandmixM200.Only useofL&T,A.C.C.,Ambuja,BirlagoldManikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement.For RCCM 200a)R.C.C. Ring beam.
17	b) R.C.C. Ring Wall
18	Item No. 7 :- Providing & fixing in position steel bar \"reinforcement of various dia. for RCC pipes, caps, footings, foundation,slabs,beams,columns,canopies, staircases,newelschajjas,lintels,pardiescopings fins, arches, etc. as per detailed \"design & drawing & schedules,includingcutting,bending,hookingthe bars,bindingwithwiretrack\"welding&supporting as required, etc. complete Tor Steel
19	Item No. 8:- Refilling the trenches with available excavated stuff withsoftmaterialfirstoverpipelineandthenhard materialin15cmlayerswithallleadsandlifts including consolidation, surcharging, etc. complete
20	Item No. 9 :- Providingstructuralsteelworkinrolledstanchions fixed with connecting plates or anglecleats, as per drawingsor directedby Engineer in charge including cutting, fabricating, hoisting, erecting, fixingin position making riveted/bolted/welded connectionsandonecoatofanticorrosive paints andoverittwocoatsof oil painting, etc.ISMB150 X80 @ 14.90 kg/m.
21	Item No. 10 :- ProvidingandFixinginwellstaining 80 mm dia. A.C.pipeas weepholes1.5m.c/c staggered pipe sloping out sideofthewellincludingcostof allmaterialand labour involved with allleads and lifts etc. complete.
22	Item No. 11 :- DrillingofHorizontal borewell150mmdiaby D.T.C. machine, including transportation of machine at work site
23	Item No. 12 :- Carryingoutrecuperation/yeildtestforascerting thedischargeofconstructedwell asdirertedby Engineerincharge.The test carried out by drawing downwaterfromthewellbelownormal/subsoil waterleveluptofulldepthriseinwaterlevelis recorded. . to the test including cost of all materials.overhead,labours etc. completed as directed. Thetestshallbecarriedoutasper technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.LPS less than 25000
24	Sub Estimate No. :- 2(A) :- SWITCH ROOM (Size-3.0 m X 3.0 m) :- Item 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.
25	Item No. 2 :- Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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 back filling etc. complete.
26	Item No. 3 :- Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
27	Item No. 4 :- 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.) Footing M 200
28	iItem No. 5 : -Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.1) Columnin M200
29	2) Beam & Lintelin M200
30	3) Chajjain M200
31	4) Slabin M200
32	Item No. 6 :- Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing 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 ) Tor steel.
33	Item No. 7 :- 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.
34	Item No. 8 :-Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
35	Item No. 9 :- Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.
36	Item No. 10 :- Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete.
37	Item No. 11 :- Providing 2nd Class B.B masonary with conventional bricks in CM as below in super structureinner walls / external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6)In Foundation & plinth
38	In Super Structure
39	Item No. 12 :- 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.)
40	Item No. 13 :- Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consisting of Ghana T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete.
41	Item No. 14 :- Providing and fixing frame with / without ventilator of size as specified with Country cutteak woodfor doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete
42	Item No. 15 :- Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete.12 mm thick ( Without neeru finish)
43	Item No. 16 :- Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. Neeru finish
44	Item No. 17 :- Providing sand faced plaster externally in cement mortar using approved screened 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 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.Sand faced plaster
45	Item No. 18 :- Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour tonew plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
46	Item No. 19 :- Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.
47	Item No. 20 :- Providing & laying rough Shahabad Stone flooring 40mm to 50 mm thick & of required width in plain/diamond pattern on a bed of 1:6 C.M including cement float,striking joints,pointing in cement morter 1:3 curing & cleaning etc. complete ( Bd-M-1/379)
48	Sub Estimate No. :- 2(B) :- SWITCH ROOM (Size-3.0 m X 3.0 m) :- Item 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.
49	Item No. 2 :- Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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 back filling etc. complete.
50	Item No. 3 :- Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
51	Item No. 4 :- 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.) Footing M 200
52	iItem No. 5 : -Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.1) Columnin M200
53	2) Beam & Lintelin M200
54	3) Chajjain M200
55	4) Slabin M200
56	Item No. 6 :- Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing 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 ) Tor steel.
57	Item No. 7 :- 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.
58	Item No. 8 :-Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
59	Item No. 9 :- Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.
60	Item No. 10 :- Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete.
61	Item No. 11 :- Providing 2nd Class B.B masonary with conventional bricks in CM as below in super structureinner walls / external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6)In Foundation & plinth
62	In Super Structure
63	Item No. 12 :- 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.)
64	Item No. 13 :- Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consisting of Ghana T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete.
65	Item No. 14 :- Providing and fixing frame with / without ventilator of size as specified with Country cutteak woodfor doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete
66	Item No. 15 :- Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete.12 mm thick ( Without neeru finish)
67	Item No. 16 :- Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. Neeru finish
68	Item No. 17 :- Providing sand faced plaster externally in cement mortar using approved screened 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 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.Sand faced plaster
69	Item No. 18 :- Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour tonew plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
70	Item No. 19 :- Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.
71	Item No. 20 :- Providing & laying rough Shahabad Stone flooring 40mm to 50 mm thick & of required width in plain/diamond pattern on a bed of 1:6 C.M including cement float,striking joints,pointing in cement morter 1:3 curing & cleaning etc. complete ( Bd-M-1/379)
72	Sub Estimate No - 3(A) :- PUMPINGMACHINERY :- 7.5 HP, Q-4.36 L/s, H-53 MItem No. 1 :- 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.Submersible pump 7.5 HP with errection Q-4.36 L/s, H-53 M
73	Supply rate should be increased per stage for pump with more than 8 stages
74	Item No. 2:- Providing erecting commissinory L.T. panel board with all required accessories for the pump in above item No. 1.. etc.complete
75	Item No. 3: - Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 6 sqm
76	Item No. 4:- Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark3.5 core Solid / standard aluminium conductor with 6 mm thick 25 mm width m.s.. Spacer with G.I. Earth wire 6 Sq. mm complete erected onwall / on Pole with 25 X 3mm M.S. Clamp in provided trench in an approved manner 3.5 Core 25 Sq. mm
77	Item No. 5:- Supplying and erecting G.I. Pipe \"B\"in position for suction and delivery for submersible pump including pumbing with socket and necessary material50 mm. Dia
78	Item No. 6:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main100 mm. Dia
79	Item No. 7:- Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon transportation upto departement store etc. complete IS 5312 (1984) 50 mm dia P.N. 1.0with fixing
80	Item No. 8:- Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete. 50 mm dia P.N. 1.0with fixing on delivery side
81	Item No. 9 :- Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete80 mm dia Joint
82	Item No. 10 :- Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification No. EA-EP
83	Item No. 11:- Providing and supplying internal elactrification to switch room etc. comp.
84	Item No. 12:- Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board
85	Item No. 13 :- Providing tools with tool boxetc complete
86	Item No. 14 :-Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.1 Tonne Capacity
87	Item No. 15 :- Providing, erecting Travelling Trolley of capacity as below with6 m lift, tested to 50% over load1 Tonne Capacity
88	Item No. 16 :- 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.
89	ItemNo. 17 :- Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete( With 3 Rows)
90	ItemNo. 18 :-Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (BdC-6/2a) ISMB 150 X 8 X 0.75 (wt 15 kg/Rmt)b) Angle 50 x 50 x 6m(wt 4.50 kg/Rmt)c) C section 4 x 2 m (wt 7.14 kg/Rmt)
91	Sub Estimate No - 3(B) :- PUMPINGMACHINERY :- 20 HP, Q-7.61 L/s, H-106 MItem No. 1 :- 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.Submersible pump 20 HP with errection Q-7.61 L/s, H-106 M
92	Supply rate should be increased per stage for pump with more than 15 stages
93	Item No. 2:- Providing erecting commissinory L.T. panel board with all required accessories for the pump in above item No. 1.. etc.complete
94	Item No. 3: - Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 25 sqm
95	Item No. 4:- Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark3.5 core Solid / standard aluminium conductor with 6 mm thick 25 mm width m.s.. Spacer with G.I. Earth wire 6 Sq. mm complete erected onwall / on Pole with 25 X 3mm M.S. Clamp in provided trench in an approved manner 3.5 Core 35 Sq. mm
96	Item No. 5:- Supplying and erecting G.I. Pipe \"B\"in position for suction and delivery for submersible pump including pumbing with socket and necessary material80 mm. Dia
97	Item No. 6:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main100 mm. Dia
98	Item No. 7:- Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon transportation upto departement store etc. complete IS 5312 (1984) 80 mm dia P.N. 1.0with fixing
99	Item No. 8:- Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete. 80 mm dia P.N. 1.0with fixing on delivery side
100	Item No. 9 :- Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete80 mm dia Joint
101	Item No. 10 :- Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification No. EA-EP
102	Item No. 11:- Providing and supplying internal elactrification to switch room etc. comp.
103	Item No. 12:- Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board
104	Item No. 13 :- Providing tools with tool boxetc complete
105	Item No. 14 :-Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.1 Tonne Capacity
106	Item No. 15 :- Providing, erecting Travelling Trolley of capacity as below with6 m lift, tested to 50% over load
107	Item No. 16 :- 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.
108	ItemNo. 17 :- Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete( With 3 Rows)
109	ItemNo. 18 :-Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (BdC-6/2a) ISMB 150 X 8 X 0.75 (wt 15 kg/Rmt)b) Angle 50 x 50 x 6m(wt 4.50 kg/Rmt)c) C section 4 x 2 m (wt 7.14 kg/Rmt)
110	Sub Estimate No. 4 :-R.C.C. ESR (Cap-100000 L-@Gaonthan)Item No. 1 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 bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel 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 Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. A) Cost of ESR-Cap-100000 L-St.Ht-15 M@GAONTHAN
111	B) Cost of ESR-Cap-35000 L-St.Ht-12 M@DUTTA MALA
112	Item No. 2 :- Providing and supplying ISI mark C.I. S&S pipes (push on joints pressure pipes of C.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 and GoM in all respect, 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/site of work,unloading, stacking etc. completed as directed by Engineer –in-charge (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber GasketsRCC ESR (100000-15 M Staging height)outlet, OverflowCI Pipe150 mm.
113	Inlet, overflowCI PIPE 125 mm
114	RCC ESR (35000-12 M Staging height)outlet, OverflowCI Pipe125 mm.
115	Inlet, overflowCI PIPE 80 mm
116	Item No. 3 :- Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete
117	Item No. 4 :- Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle capsexcluding GST levied by Gol and GoM in all respect , transportation etc complete.RCC ESR (100000-15 M Staging height)Sluice Valve 150 mm Dia ( PN -1.0)
118	RCC ESR (35000-12 M Staging height)Sluice Valve 125 mm Dia ( PN -1.0)
119	Sub Estimate No. 5 :-Rising Main :-Item No. 1 :- ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete.GI Pipe 80 mm Dia M Class
120	GI Pipe 100 mm Dia M Class
121	GI Pipe 125 mm Dia M Class
122	Item No. 2 :- Providing and supplying in standard lengths ISI mark rigid unplasticisedPVCpipessuitableforportablewaterwith solvent cement joints including cost of couplers, as per IS specification no. 4985/ 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores/siteandstackingthesameinclosedshedduly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent)90 mm Dia PVC Pipe 6 Kg/sqcm
123	110 mm Dia PVC Pipe 6 Kg/sqcm
124	140 mm Dia PVC Pipe 10 Kg/sqcm
125	Item No. 3 :- Providing PVC Specialsasperstandard specifications&directionofinchargeEngineer.(10%of Item No.1&2)
126	Item No. 4 :- 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. completeSluice valves+Sluice valve for washout 80 mm Dia
127	Sluice valves+Sluice valve for washout 125 mm Dia
128	Sluice valves+Sluice valve for washout 100 mm Dia
129	Item No.5 :- ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 50 mm Dia
130	Item No. 6 :- 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(All Soil)
131	Item No. 7 :- Excavationforfoundation/pipetrenchesinhardmurum and boulders, W.B.M. road including removing the excavatedmaterialuptoadistanceof50Mbeyondthe area and lifts as below, stacking and spreading as directedbyEngineer-in-charge,normaldewatering, preparingthebedforfoundationandexcludingback- filling, etc. complete.(Hard Murrum)
132	Item No. 8 :- 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.(Soft Rock)
133	Item No. 9 :- 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. Lift 0 to 1.5 M(Hard Rock)
134	Item No. 10 :- Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.
135	Item No. 11 :- LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.GI Pipe 80 mm Dia M Class
136	GI Pipe 100 mm Dia M Class
137	GI Pipe 125 mm Diam Class
138	Item No. 12 :-LoweringLaying&jointing with PVCpipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.90 mm Dia PVC Pipe 6Kg/sqcm
139	110 mm Dia PVC Pipe 6 Kg/sqcm
140	140 mm Dia PVC Pipe 10 Kg/sqcm
141	Item No. 13 :- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)Sluice valves+Reflux valve+Sluice valve washout 80 mm Dia
142	Sluice valves+Reflux valve+Sluice valve washout 125 mm Dia
143	Sluice valves+Reflux valve+Sluice valve washout 100 mm Dia
144	Item No. 14:- Providingandfixinginpositionairvalveshaftincluding 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, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired 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 on Murum & harder strata
145	Item No. 15:- ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneissmetalforfoundationand bedding including dewatering, form work, compacting and curing, finishing etc. complete.a) 1:2:4 (M-150) grade for Thrust Blocksb) 1:2:4 (M-150) grade for encasing
146	Item No. 16 :- ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge.Size 0.9X0.60X1.2
147	Item No. 17 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete
148	Item No. 18 :- HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion.GI Pipe 80 mm Dia M Class
149	GI Pipe 100 mm Dia M Class
150	GI Pipe 125 mm Dia M Class
151	Item No. 19 :- HydraulictestingofPVCpipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforspecifiedlengthincludingcutting,placingend 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,operationcharges,etc.requiredfor testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.90 mm Dia PVC Pipe 6Kg/sqcm
152	110 mm Dia PVC Pipe 6 Kg/sqcm
153	140 mm Dia PVC Pipe 10 Kg/sqcm
154	Sub Estimate No. 6 :- Distribution System :- Item No. 1 :-ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete.GI Pipe 65 mm Dia M Class
155	GI Pipe 80 mm Dia M Class
156	GI Pipe 100 mm Dia M Class
157	GI Pipe 125 mm Dia m Class
158	Item No. 2 :- Providing and supplying in standard lengths ISI mark rigid unplasticisedPVCpipessuitableforportablewaterwith solvent cement joints including cost of couplers, as per IS specification no. 4985/ 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores/siteandstackingthesameinclosedshedduly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent)75 mm Dia PVC Pipe 4 Kg/sqcm
159	90 mm Dia PVC Pipe 4 Kg/sqcm
160	110 mm Dia PVC Pipe 4 Kg/sqcm
161	140 mm Dia PVC Pipe 4 Kg/sqcm
162	Item No. 3 :- ProvidingP.V.C.Specialsasperstandard specifications&directionofinchargeEngineer.(10%of Item No.1,2 &3)
163	Item No. 4 :- 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. completeSluice valves+Sluice valve for washout 65 mm Dia
164	Sluice valves+Sluice valve for washout 80 mm Dia
165	Sluice valves+Sluice valve for washout 100 mm Dia
166	Sluice valves+Sluice valve for washout 125 mm Dia
167	Item No. 5 :- 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 meters & lifts as below, stacking & spreading as directed, normal dewatering,preparingthebedforfoundationand excluding backfilling, etc. complete.(Earth Soils)
168	Item No.6 :- 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 Murrum)
169	Item No. 7 :- 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.(Soft Rock)
170	Item No. 8 :- 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. Lift 0 to 1.5 M(Hard Rock)
171	Item No. 9 :- 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)
172	Item No. 10 :- LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.GI Pipe 65 mm Dia M Class
173	GI Pipe 80 mm Dia M Class
174	GI Pipe 100 mm Dia M Class
175	GI Pipe 125 mm Dia m Class
176	Item No. 11 :- LoweringLaying&jointing with PVCpipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.75 mm Dia PVC Pipe 4 kg/sqcm
177	90 mm Dia PVC Pipe 4 Kg/sqcm
178	110 mm Dia PVC Pipe 4 Kg/sqcm
179	140 mm Dia PVC Pipe 4 Kg/sqcm
180	Item No. 12 :- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)Sluice valves+Sluice valve for washout 65 mm Dia
181	Sluice valves+Sluice valve for washout 80 mm Dia
182	Sluice valves+Sluice valve for washout 100 mm Dia
183	Sluice valves+Sluice valve for washout 125 mm Dia
184	Item No. 13 :- ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneissmetalforfoundationand bedding including dewatering, form work, compacting and curing, finishing etc. complete.a) 1:2:4 (M-150) grade for encasing
185	Item No. 14 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Size 0.6 X0.45 X0.9
186	Item No. 15 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete
187	Item No. 16 :- HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion.GI Pipe 65 mm Dia M Class
188	GI Pipe 80 mm Dia M Class
189	GI Pipe 100 mm Dia M Class
190	GI Pipe 125 mm Dia m Class
191	Item No. 17 :- HydraulictestingofPVCpipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforspecifiedlengthincludingcutting,placingend 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,operationcharges,etc.requiredfor testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.75 mm Dia PVC Pipe 4 kg/sqcm
192	90 mm Dia PVC Pipe 4 Kg/sqcm
193	110 mm Dia PVC Pipe 4 Kg/sqcm
194	140 mm Dia PVC Pipe 4 Kg/sqcm
195	Item No. 18 :- Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801
196	Sub Estimate No 7 :-Solar Pump:- (7.5 HP)Item No. 1 :- Supplying, installing, testing and commissioning of 10 HP kWp ON-GRID Solar PV System / Plant consisting solar PV poly crystalline panel (335 Wp X 09 Nos.) and Solar ON-GRID Inverter of similar capacity
197	Item No. 2 :- Supplying, installing, testing and commissioning of net meter installation and export to the grid with 5 year ON-SITE warranty and fully comprehensive maintenance contract as per specification no. ESD-RT-ONG(PWD I NO.4-5-1 P.NO. 78)
198	Sub Estimate No 8 :-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 without WTP

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Tender For Jal Jeevan Mission Water Supply Project For Pimpri Kolandar Tal Shrigonda Dist. Ahmednagar, Ahmednagar-Maharashtra

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