Tender For Jal Jeevan Mission Water Supply Project For Shirapur Tal Parner Dist.Ahmednagar, Ahmednagar-Maharashtra

TDR : 35045013

Tender Notice
BOQ

Expired

Ahmednagar , Maharashtra

Tender Brief : Tender For Jal Jeevan Mission Water Supply Project For Shirapur Tal Parner Dist.Ahmednagar

Document Fees
₹ 11200 /-

EMD
₹ 323473.0 /-

Tender Value
₹ 3.23 Crore /-

Submission Date
05-12-2022

Competition Type
Indian

Bidding Type
Tender

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1	SUB WORK - 01 PERCOLATION WELL18 M Depth & 6 M DiaItem 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	In weathered rock with boulders
3	In weathered rock / soft rock
4	In hard rock other than quartzite
5	In hard rock quartzite
6	Item No.2 :Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. Soft StrataLift0 to 1.50 MtrDepth
7	Lift 1.50to 3.0 m
8	Lift 3.00to4.5 m
9	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 refillingLift 4.50to6.0 m
10	Lift 6.00to 7.5 m
11	Lift 7.50to 9.0 m
12	Lift 9.00to 10.5 m
13	Lift 10.50to12.0 m
14	Lift 12.00to 13.5 m
15	Lift 13.50to15.0 m
16	Lift 15.0to16.5 m
17	Lift 16.50to18.0 m
18	Item No.4 :Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
19	Item No.6: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, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .A) For Ring BeamM-20
20	B) Vertical wall M-20
21	Item No.7:Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire)
22	Item No.8:Providing & filling around the well boulders fillingof selected variety & size of boulders including cost of allmateriallaborstransportation etc. complete with all leads lifts.
23	Item No.9: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.
24	Item No.11 ProvidingandFixinginwellstaining80 mm dia.A.C./P.V.C.pipeas weepholes1.5m.c/c staggered pipe sloping out sideofthewellincludingcostof allmaterialand labour involved with allleads and lifts etc. complete.
25	Item No.12 Drilling 150 mm dia. Borewell by drilling machine upto required depth including all labour and transportation etc. complete. Inwell Bore.
26	Item No.13 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.
27	SUB WORK - 01 PERCOLATION WELL18 M Depth & 6 M DiaItem 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)
28	In weathered rock with boulders
29	In weathered rock / soft rock
30	In hard rock other than quartzite
31	In hard rock quartzite
32	Item No.2 :Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. Soft StrataLift0 to 1.50 MtrDepth
33	Lift 1.50to 3.0 m
34	Lift 3.00to4.5 m
35	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 refillingLift 4.50to6.0 m
36	Lift 6.00to 7.5 m
37	Lift 7.50to 9.0 m
38	Lift 9.00to 10.5 m
39	Lift 10.50to12.0 m
40	Lift 12.00to 13.5 m
41	Lift 13.50to15.0 m
42	Lift 15.0to16.5 m
43	Lift 16.50to18.0 m
44	Item No.4 :Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
45	Item No.6: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, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .A) For Ring BeamM-20
46	B) Vertical wall M-20
47	Item No.7:Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire)
48	Item No.8:Providing & filling around the well boulders fillingof selected variety & size of boulders including cost of allmateriallaborstransportation etc. complete with all leads lifts.
49	Item No.9: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.
50	Item No.11 ProvidingandFixinginwellstaining80 mm dia.A.C./P.V.C.pipeas weepholes1.5m.c/c staggered pipe sloping out sideofthewellincludingcostof allmaterialand labour involved with allleads and lifts etc. complete.
51	Item No.12 Drilling 150 mm dia. Borewell by drilling machine upto required depth including all labour and transportation etc. complete. Inwell Bore.
52	Item No.13 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.
53	SUB WORK - 01 PERCOLATION WELL18 M Depth & 6 M DiaItem 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)
54	In weathered rock with boulders
55	In weathered rock / soft rock
56	In hard rock other than quartzite
57	In hard rock quartzite
58	Item No.2 :Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. Soft StrataLift0 to 1.50 MtrDepth
59	Lift 1.50to 3.0 m
60	Lift 3.00to4.5 m
61	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 refillingLift 4.50to6.0 m
62	Lift 6.00to 7.5 m
63	Lift 7.50to 9.0 m
64	Lift 9.00to 10.5 m
65	Lift 10.50to12.0 m
66	Lift 12.00to 13.5 m
67	Lift 13.50to15.0 m
68	Lift 15.0to16.5 m
69	Lift 16.50to18.0 m
70	Item No.4 :Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
71	Item No.6: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, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .A) For Ring BeamM-20
72	B) Vertical wall M-20
73	Item No.7:Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire)
74	Item No.8:Providing & filling around the well boulders fillingof selected variety & size of boulders including cost of allmateriallaborstransportation etc. complete with all leads lifts.
75	Item No.9: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.
76	Item No.11 ProvidingandFixinginwellstaining80 mm dia.A.C./P.V.C.pipeas weepholes1.5m.c/c staggered pipe sloping out sideofthewellincludingcostof allmaterialand labour involved with allleads and lifts etc. complete.
77	Item No.12 Drilling 150 mm dia. Borewell by drilling machine upto required depth including all labour and transportation etc. complete. Inwell Bore.
78	Item No.13 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.
79	SUB WORK NO -2 Construction of Switch Room(3m x 3m x3 m) Item No.1Excavation 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.
80	Item No.2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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.
81	Item No.3 Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
82	Item No 4 Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete.
83	Item No5 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
84	Item No.6 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
85	Item No.7 Providing fly ash brick masonry with conventional /I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
86	Item No.8Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metalas per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial SandFor R.C.C. columns Footing
87	For R.C.C. columns
88	For R.C.C. Beam & Lintel
89	For R.C.C. Chajja
90	Item No.9 Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand
91	Item No.10Providingsandfacedplasterexternallyincement mortarusingapprovedscreenedsand,inallpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1kg percement 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.
92	Item No.11Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete.
93	Item No.12 Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete.
94	Item No.13Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges andcromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500
95	Item No. 14Providing 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.)
96	Item No.15 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
97	Item No.16 Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete.
98	Item No.17 Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete.
99	Item No.18 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.) complete.
100	Item No.19 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, excluding primer coat cleaning and preparing the surface, watering for two days compl
101	SUB WORK NO -2 Construction of Switch Room(3m x 3m x3 m) Item No.1Excavation 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.
102	Item No.2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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.
103	Item No.3 Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
104	Item No 4 Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete.
105	Item No5 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
106	Item No.6 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
107	Item No.7 Providing fly ash brick masonry with conventional /I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
108	Item No.8Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metalas per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial SandFor R.C.C. columns Footing
109	For R.C.C. columns
110	For R.C.C. Beam & Lintel
111	For R.C.C. Chajja
112	Item No.9 Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand
113	Item No.10Providingsandfacedplasterexternallyincement mortarusingapprovedscreenedsand,inallpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1kg percement 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.
114	Item No.11Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete.
115	Item No.12 Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete.
116	Item No.13Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges andcromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500
117	Item No. 14Providing 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.)
118	Item No.15 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
119	Item No.16 Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete.
120	Item No.17 Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete.
121	Item No.18 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.) complete.
122	Item No.19 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, excluding primer coat cleaning and preparing the surface, watering for two days compl
123	SUB WORK NO -2 Construction of Switch Room(3m x 3m x3 m) Item No.1Excavation 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.
124	Item No.2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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.
125	Item No.3 Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
126	Item No 4 Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete.
127	Item No5 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
128	Item No.6 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
129	Item No.7 Providing fly ash brick masonry with conventional /I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
130	Item No.8Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metalas per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial SandFor R.C.C. columns Footing
131	For R.C.C. columns
132	For R.C.C. Beam & Lintel
133	For R.C.C. Chajja
134	Item No.9 Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand
135	Item No.10Providingsandfacedplasterexternallyincement mortarusingapprovedscreenedsand,inallpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1kg percement 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.
136	Item No.11Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete.
137	Item No.12 Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete.
138	Item No.13Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges andcromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500
139	Item No. 14Providing 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.)
140	Item No.15 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
141	Item No.16 Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete.
142	Item No.17 Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete.
143	Item No.18 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.) complete.
144	Item No.19 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, excluding primer coat cleaning and preparing the surface, watering for two days compl
145	Sub Work No - 3 : PUMPINGMACHINERY - Providingerectingandgivingtestof150mmdia SubmersiblePumpsetsconformingtoIS8034and motor conforming to 9283. Pump shall be suitable for variousdeliveryheadanddischargewithstainless steel pump shaft and Bronze impeller. Motor suitable for working on 415V+10%, 3 Ph., 50 Hz., A.C supply withCableguard, thrustcarbon/fiberbearingtowith stand entire hydraulic thrust, waterproof winding shall be provided. The Pump set shall be suitable for direct coupling.Pumpshallhavesuitableoutletasper manufacturesdesign.Antithruststreamlinednon return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flatcable3mand2pairsoferectionclamps65mm width10mmthickshallbeprovidedalongwiththe pump. Rates per pump up to 8 Stages are as below.Submersible Pump 150 mm dia (with Bronze /Stainless steel (CF8M) Impeller) up to 8 stages set 7.5 HP
146	Vertical drop pipe 65 mm GI Heavy Duty
147	GI bend \"B Class\" 65 mm
148	GI TEE \"B Class\" 65 mm
149	M.S. Flange
150	Fabricating LT panell - in 12mm thick Plywood
151	Change over switch 63 amp., Pole
152	Earth leakage circuit brekar 63Amp 4 Pole (RCCB)
153	Pilot lamps - 3 nos
154	Mesuring instrument Ammeter (Digital)
155	Mesuring instrument - Voltameter (Digital)
156	a) PVC submersible cable 3 core 6 mm 2
157	b) PVC cable 3.5 core 25 mm 2 (Armoured Cable)
158	c) Cable joint kit
159	DOL StarterUp to 10 HP
160	TPM SWITCH 32 Amp
161	M.S. Frame for Pannel Board (Iron Work)
162	L.T. Capacitor
163	Cut-Out (Porceiline) 63 Amps.
164	Sluice Valve (PN - 1.6) 80 mm dia
165	Reflux Valve (PN - 1.6) 80 mm dia
166	Providing earthing with galvanized 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
167	Supplying and erecting aluminium strip of required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP.
168	Chain Pully Block (1 Tonne Capacity)
169	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.
170	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)
171	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)
172	Providing, erecting, pressure gauge of 100 mm dia. Complete with syphon tube isolating cock suitable for 12 mm dia. G.I. pipe
173	Tools
174	Sub Work No - 3 A: PUMPINGMACHINERY - Providingerectingandgivingtestof150mmdia SubmersiblePumpsetsconformingtoIS8034and motor conforming to 9283. Pump shall be suitable for variousdeliveryheadanddischargewithstainless steel pump shaft and Bronze impeller. Motor suitable for working on 415V+10%, 3 Ph., 50 Hz., A.C supply withCableguard, thrustcarbon/fiberbearingtowith stand entire hydraulic thrust, waterproof winding shall be provided. The Pump set shall be suitable for direct coupling.Pumpshallhavesuitableoutletasper manufacturesdesign.Antithruststreamlinednon return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flatcable3mand2pairsoferectionclamps65mm width10mmthickshallbeprovidedalongwiththe pump. Rates per pump up to 8 Stages are as below.Submersible Pump 150 mm dia (with Bronze /Stainless steel (CF8M) Impeller) up to 8 stages set 3 HP
175	Vertical drop pipe 65 mm GI Heavy Duty
176	GI bend \"B Class\" 65 mm
177	GI TEE \"B Class\" 65 mm
178	M.S. Flange
179	Fabricating LT panell - in 12mm thick Plywood
180	Change over switch 63 amp., Pole
181	Earth leakage circuit brekar 63Amp 4 Pole (RCCB)
182	Pilot lamps - 3 nos
183	Mesuring instrument Ammeter (Digital)
184	Mesuring instrument - Voltameter (Digital)
185	a) PVC submersible cable 3 core 6 mm 2
186	b) PVC cable 3.5 core 25 mm 2 (Armoured Cable)
187	c) Cable joint kit
188	DOL StarterUp to 10 HP
189	TPM SWITCH 32 Amp
190	M.S. Frame for Pannel Board (Iron Work)
191	L.T. Capacitor
192	Cut-Out (Porceiline) 63 Amps.
193	Sluice Valve (PN - 1.6) 80 mm dia
194	Reflux Valve (PN - 1.6) 80 mm dia
195	Providing earthing with galvanized 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
196	Supplying and erecting aluminium strip of required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP.
197	Chain Pully Block (1 Tonne Capacity)
198	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.
199	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)
200	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)
201	Providing, erecting, pressure gauge of 100 mm dia. Complete with syphon tube isolating cock suitable for 12 mm dia. G.I. pipe
202	Tools
203	Sub Work No - 3 B: PUMPINGMACHINERY - Providingerectingandgivingtestof150mmdia SubmersiblePumpsetsconformingtoIS8034and motor conforming to 9283. Pump shall be suitable for variousdeliveryheadanddischargewithstainless steel pump shaft and Bronze impeller. Motor suitable for working on 415V+10%, 3 Ph., 50 Hz., A.C supply withCableguard, thrustcarbon/fiberbearingtowith stand entire hydraulic thrust, waterproof winding shall be provided. The Pump set shall be suitable for direct coupling.Pumpshallhavesuitableoutletasper manufacturesdesign.Antithruststreamlinednon return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flatcable3mand2pairsoferectionclamps65mm width10mmthickshallbeprovidedalongwiththe pump. Rates per pump up to 8 Stages are as below.Submersible Pump 150 mm dia (with Bronze /Stainless steel (CF8M) Impeller) up to 8 stages set 3 HP
204	Vertical drop pipe 65 mm GI Heavy Duty
205	GI bend \"B Class\" 65 mm
206	GI TEE \"B Class\" 65 mm
207	M.S. Flange
208	Fabricating LT panell - in 12mm thick Plywood
209	Change over switch 63 amp., Pole
210	Earth leakage circuit brekar 63Amp 4 Pole (RCCB)
211	Pilot lamps - 3 nos
212	Mesuring instrument Ammeter (Digital)
213	Mesuring instrument - Voltameter (Digital)
214	a) PVC submersible cable 3 core 6 mm 2
215	b) PVC cable 3.5 core 25 mm 2 (Armoured Cable)
216	c) Cable joint kit
217	DOL StarterUp to 10 HP
218	TPM SWITCH 32 Amp
219	M.S. Frame for Pannel Board (Iron Work)
220	L.T. Capacitor
221	Cut-Out (Porceiline) 63 Amps.
222	Sluice Valve (PN - 1.6) 80 mm dia
223	Reflux Valve (PN - 1.6) 80 mm dia
224	Providing earthing with galvanized 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
225	Supplying and erecting aluminium strip of required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP.
226	Chain Pully Block (1 Tonne Capacity)
227	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.
228	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)
229	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)
230	Providing, erecting, pressure gauge of 100 mm dia. Complete with syphon tube isolating cock suitable for 12 mm dia. G.I. pipe
231	Tools
232	Sub work.4 :R.C.C G.S.R.CAPACITY 50000 LTR. 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 andbye-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. Manholeframe 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. completeas per design data, criteria, obligatory requirements and detailed specifications.50000LitTotal Stagging Ht 12.00 M At Kale Wadi
233	ESR No.- 2 - ESR 40000 LIT
234	ESR No.- 3- ESR 55000 LIT
235	ESR No.- 4 ESR 55000 LIT
236	Item No. 3 : Providing & supplying ISI standard CI double flanged pipes. Inlet Pipe & washout pipes 100 mm CID/F
237	Inlet Pipe & washout pipes 150 mm CID/F
238	Item No.4 :Providing and supplying ISI standard CIDF specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking, etc. complete.
239	Item No.5 : Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle capsincluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete.100 mm dia sluice valve PN-1
240	150 mm dia sluice valve PN-1
241	Sub work No - 5 Rising MainProviding and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.-90 mm Dia HDPE Pipe 6 Kg/sqcm
242	Item No 2:ProvidingG.I./P.V.C/HDPESpecialsasperstandard specifications&directionofinchargeEngineer.(5%of Item No.1,2&3)
243	Item No.3 : Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.- Sluice valves+Sluice valve for washout80 mm Dia
244	Item No.4 : Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)- Reflux valves 80mm Dia
245	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
246	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,preparingthebedforfoundationand excluding backfilling, etc. complete.
247	Item No7 :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.-HMB
248	Item No.8Excavation 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
249	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
250	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.
251	Item No11 :Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.90 mm Dia HDPE Pipe 6 Kg/sqcm
252	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+Reflux valve+Sluice valve washout 80 mm Dia
253	Item No. 13 Lowering,Laying andfixing inproper alignmentand position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete.Air valves 50 mm Dia
254	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
255	Item No. 15ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneissmetalforfoundationand bedding including dewatering, form work, compacting and curing, finishing etc. complete.
256	Item No. 16ProvidingandconstructingB.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.
257	Item No. 17 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete
258	Item No.18 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 Pipe 6 Kg/sqcm
259	Sub Work. No - 6 :- Distribution SystemItem No. 1 ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. GI Pipe 80 mm Dia M Class
260	GI Pipe100 mm Dia M Class
261	GI Pipe125 mm Dia M Class
262	Item No. 2Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form75 mm Dia pvc Pipe 4Kg/sqcm
263	Item No.3 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form75 mm Dia HDPE Pipe 6 Kg/sqcm
264	90 mm Dia HDPE Pipe 6 Kg/sqcm
265	110 mm Dia HDPE Pipe 6 Kg/sqcm
266	125 mm Dia HDPE Pipe 6 Kg/sqcm
267	Item No 4 ProvidingG.I./P.V.C.Specialsasperstandard specifications&directionofinchargeEngineer.(10%of Item No.1,2 &3)
268	Item No.5 Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991. Sluice valves+Sluice valve for washout 80 mm Dia
269	Sluice valves+Sluice valve for washout 100 mm Dia
270	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,preparingthebedforfoundationand excluding backfilling, etc. complete.
271	Item No.7Excavationforfoundation/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. HMB
272	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
273	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
274	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.
275	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
276	GI Pipe 100 mm Dia M Class
277	GI Pipe 125mm Dia M Class
278	Item No. 12 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.75 mm Dia PVC Pipe 4 Kg/sqcm
279	Item No. 12 Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 75 mm Dia HDPE Pipe 6 Kg/sqcm
280	90 mm Dia HDPE Pipe 6 Kg/sqcm
281	110 mm Dia HDPE Pipe 6 Kg/sqcm
282	125 mm Dia HDPE Pipe 6 Kg/sqcm
283	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+ Sluice valve washout 80 mm Dia
284	Sluice valves+Sluice valve for washout100 mm Dia
285	Item No. 14ProvidingandlayinginsitufollowinggradesofC.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
286	Item No. 15 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 0.6 x 0.45 x 0.9
287	Item No. 16 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete
288	Item No. 17 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
289	GI Pipe100 mm Dia M Class
290	GI Pipe125mm Dia M Class
291	Item No. 18Hydraulic 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. 75 mm DiaPVC Pipe 6 Kg/sqcm
292	Item No. 19 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.75 mm Dia HDPE Pipe 6 Kg/sqcm
293	90 mm Dia HDPE Pipe 6 Kg/sqcm
294	110 mm Dia HDPE Pipe 6 Kg/sqcm
295	125 mm Dia HDPE Pipe 6 Kg/sqcm
296	Item No. 20 Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves. Sluice valves+Sluice valve for washout 80 mm Dia
297	Sluice valves+Sluice valve for washout 100 mm Dia
298	Item No. 19 Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", havingrectangularshapeof1.20mx0.90msize 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 in1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801
299	Sub -work no 7:- Stand Alone Solar Panelitem no 1 :-Supplying, installing, testing and commissioning of 65 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(if any other than net meter),local connectivity cost,cost of civil works,foundation etc andit\"s installation, commissioning, transportation, insurance,capital cost of online monitoring, comprehensive maintenance charges for five years,applicable fees and taxes etc..
300	Item No.2Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months history of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.
301	ITEM NO 3 :- Supplying, 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(if any other than net meter),local connectivity cost,cost of civil works,foundation etc andit\"s installation, commissioning, transportation, insurance,capital cost of online monitoring, comprehensive maintenance charges for five years,applicable fees and taxes etc..
302	Item No.5 Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months history of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.
303	Solar Plant 3 KkWp Capacity atPercolation Well No.1item no 1 :-Supplying, installing, testing and commissioning of 65 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(if any other than net meter),local connectivity cost,cost of civil works,foundation etc andit\"s installation, commissioning, transportation, insurance,capital cost of online monitoring, comprehensive maintenance charges for five years,applicable fees and taxes etc..
304	Item No.6 Supplying and erecting three phase 10 to 60 A net meter DLMS compliance of accuracy class 1.0, 3 x 240V, 50 Hz, with backlit LCD display, optical port and RJ 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh kVAh,V, I, kW, 6 months history of energy) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.
305	SUB WORKno 8:- Trial Run 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 months 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 a) For single village ( 3 months) Rate Analysis

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Tender For Jal Jeevan Mission Water Supply Project For Shirapur Tal Parner Dist.Ahmednagar, Ahmednagar-Maharashtra

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Tender For Jal Jeevan Mission Water Supply Project For Shirapur Tal Parner Dist.Ahmednagar, Ahmednagar-Maharashtra

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