Tender For Augmentation To Dhadgaon Water Supply Scheme Tal Akrani District Nandurbar, Akrani-Maharashtra

TDR : 34992539

Tender Notice
Corrigendum Details
BOQ

Expired

Akrani , Maharashtra

Tender Brief : Corrigendum : Tender For Augmentation To Dhadgaon Water Supply Scheme Tal Akrani District Nandurbar

Document Fees
₹ 29500 /-

EMD
₹ 1710758.0 /-

Tender Value
₹ 34.21 Crore /-

Submission Date
22-12-2022

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	20-12-2022	CORRIGENDUM	Date	22-12-2022

Name of Work : AUG. TO DHADGAON W.S.SCHEME TAL. AKRANI, DISTRICT: NANDURBAR

Sl. No.	Item Description
1	Sub Work No.1 : Working SurveyItem No. 1 : Reconnaisance Survey of Road alignment in plain country including taking three dimensions of apexes, verification of type of land etc. along with the alignment etc. complete. (Without Chaining).Raw water gravity main
2	Raw water rising main from Production well
3	Pure water rising main
4	Pure water gravity main
5	Distribution
6	Item No. 2 : Taking the trial pit for roads, alignment, C.D.Works in earth soil of all sorts, sands gravel or soft murum, includings tacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters
7	Item No.3 : Taking the trial pit for roads, alignment, C.D. Works in Hard murum, including tacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters
8	Item No.4 : Taking the trial pit for roads, alignment, C.D. Works in Hard murum, and Boulders including stacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters
9	Item No.5 : Preparation of Autocad drawing with colour print for Building / Bridge / Road / CD Works in required size etc. complete. For A2 (L-Section of Gravity main)
10	Item No.6 : Autocad drawing with colour print out for Building / Bridge / Road / CD Works in required size etc. complete. For A3 (L-Section of Rising main)
11	For A4 (Key plan, Flow diagram, P/well, Pump house)
12	Sub Work No.2 : construction of storage dam (Head Works)Item No.1 : Dismantling of old earthen dam / 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. Lift0.00 to 1.50 M.
13	Item No.2a : 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. Lift0.00 to 1.50 M.
14	Item No.2b : 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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift0.00 to 1.50 M.
15	Item No.2c : Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift0.00 to 1.50 M.
16	Item No.2d : Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift0.00 to 1.50 M.
17	Lift1.50 to 3.00 M.
18	Lift3.00 to 4.50 M.
19	Lift4.50 to 6.00 M.
20	Item No.3 : Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete.
21	Item No.4a : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete. RCC (1:2:4) ie M - 200 Lift 0.00 to 5.00 M
22	Item No.4b : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for vertical wall incluing dewatering, form work, compaction and curing, finishing, etc. complete. RCC (1:2:4) ie M - 200 Lift 0.00 to 5.00 M
23	Lift 5.00 to 10.00 M
24	Item No.4c : 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 .) RCC (1:2:4) ie M - 150 for vertical wall of dam Lift 0.00 to 5.00 M
25	Lift 5.00 to 10.00 M
26	Item No.5 : Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, 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) Tor reinforcement
27	Item No.6 : Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) 500 mm dia.
28	300 mm dia.
29	Item No.7 : Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R.,complete with Cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipesincluding cost of all labours and materialsandtransportation to stores / site, loading , unloading including all taxes , etc. complete.As per IS 9523 (5% of I.No.6)
30	Item No.8 : Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, 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 of NX size (50 mm) in other strata. The item shall 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. a) In overburden (soft soil, murum)
31	b) In weathered rock with boulders
32	c) In weathered rock / soft rock
33	d) In hard rock other than quartzite
34	e) In hard rock quartzite
35	Item No.9 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Without by pass arrangement - PN -1 500 mm dia. Sluice Valve
36	300 mm dia. Sluice Valve
37	Item No.10 : Erecting and hoisting in position and jointing, testing M.S./ C.I. D/F pipes and specials in vertical position including cost of all jointing materials (rubber packing, nut bolts, etc.) labour, scaffolding, hydraulic testing etc. complete. 500 mm dia.
38	300 mm dia.
39	Item No.11 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) 500 mm dia. Sluice Valve
40	300 mm dia. Sluice Valve
41	Item No. 12 - Hydraulic testing of C.I./D.I. 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 using water supplied by the contractor. 500 mm dia.
42	300 mm dia.
43	Item No.13 : 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.
44	Item No. 14 : Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
45	Item No.15 : Providing and constructing contraction joints by fixing 310 mm wide central bulb approved quality PVC water stop in two lines with 8 mm dia. steel dowle bars on either side at 1 mtr. Interval, forming 125x125size groove in between two water stops for filling asphalt, fixing 15 mm dia. two legged GI pipe with U-bend at bottom for circulating steam at interval and forming 150 mm dia.formed drain behind water seals, including cost of asll materials, machinerys, labour, filling asphalt in groove, circulation of steam at intervals, vulcanizing water seal joints etc. comp. with all lifts as directed.
46	Item No. 16 : Providing pressure grouting at a pressure of 0.56 kg./sqcm in required row/zigzag fashion as specified at 1.5 M interval as per site conditions to stop leakages through water retaining structures to the entire satisfaction of the Engineer-in-charge including material compound, hardening materials, compressor equipment including scaffolding smooth finishing, etc. complete. (For concrete) Spec. No.: As directed by Engineer-in-charge For Existing ESRs (Rate 1023+10% hillyandinaccesibleareas)
47	Item No. 17 : Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
48	Item No. 18 : 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.
49	Item No. 19 : Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. Black soil Filling (Rate 829+10% hillyandinaccesibleareas)
50	Filling out sde guide wall (Rate 829+10% hillyandinaccesibleareas)
51	Item No. 20 : Providing stuctural 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 Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
52	Item No. 21 : Providing and laying expansion / constructionjoints with shalitex super expansion pad (jute fiber) 12 mmthick including sealing the joint with shalitex sealing compound etc. comp. as directed. (For all slab thickness)
53	Item No. 22 : Removing the surplus excavated material from site of work & disposing the same with in a radius of 5 km. beyond initial lead as directed, including loading conveying spreading stacking dumping etc.… comp.
54	Sub Work No. 3 - Production Well 10.00 M dia.18 mtr. Depth -No.1Production Well No.1Item No. 1 - 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.Lift0.00 to 1.50 M. (Rate 464+10% hillyandinaccesibleareas)
55	Item No. 2 - Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift1.50 to 3.00 M.
56	Lift3.00 to 4.50 M.
57	Lift4.50 to 6.00 M.
58	Lift6.00 to 7.50 M.
59	Lift7.50 to 9.00 M.
60	Lift9.00 to 10.50 M.
61	Lift10.50 to 12.00 M.
62	Lift12.00 to 13.50 M.
63	Lift13.50 to 15.00 M.
64	Lift15.00 to 16.50 M.
65	Lift16.50 to 18.00 M.
66	Item No. 3 - Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete. PCC (1:2:4) ie M - 150 Lift 0.00 to 5.00 M.
67	Item No. 4 - Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) A) For Ring Beams (M-250) Lift 0.00 to 5.00 M.
68	B) For Vertical wall (M-250) Lift 0.00 to 5.00 M.
69	Lift 5.00 to 10.00 M
70	Lift 10.00 to 15.00 M
71	Item No.5 : 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) Tor reinforcement
72	Item No. 6a - Providing stuctural 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 Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
73	Item No. 6b - Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete. (8mm tk.)
74	Item No. 7 - Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge.
75	Item No. 8 - Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts. Lift 0.00 to 5.00 M.
76	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.
77	Item No. 10 - Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
78	Item No. 11 - 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.
79	Item No. 12 - Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, 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 of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it. In Overburden (Soft soil, murum)
80	In Weathered rock with boulders
81	In Weathered rock / Soft rock
82	Item No. 13 - Removing the surplus excavated material from site of work & disposing the same with in a radius of 5 km. beyond initial lead as directed, including loading conveying spreading stacking dumping etc.… comp.
83	Item No.14a - Drilling of horizontal bores in the well 115 mm dia. For required length by boring machine, including all necessary materials, labour, machinery fuel etc. complete as directed by Engineer in charge. 115 mm dia.
84	Item No. 14b - Flashingof horizontal bores by air lift method and measuring capacity of bore on \"V\" notch etc. complete as directed by Engineer in charge. 115 mm dia.
85	Sub Work No. 3 - Production Well 10.00 M dia.18 mtr. Depth - No.2Production Well No.1Item No. 1 - 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.Lift0.00 to 1.50 M. (Rate 464+10% hillyandinaccesibleareas)
86	Item No. 2 - Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift1.50 to 3.00 M.
87	Lift3.00 to 4.50 M.
88	Lift4.50 to 6.00 M.
89	Lift6.00 to 7.50 M.
90	Lift7.50 to 9.00 M.
91	Lift9.00 to 10.50 M.
92	Lift10.50 to 12.00 M.
93	Lift12.00 to 13.50 M.
94	Lift13.50 to 15.00 M.
95	Lift15.00 to 16.50 M.
96	Lift16.50 to 18.00 M.
97	Item No. 3 - Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete. PCC (1:2:4) ie M - 150 Lift 0.00 to 5.00 M.
98	Item No. 4 - Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) A) For Ring Beams (M-250) Lift 0.00 to 5.00 M.
99	B) For Vertical wall (M-250) Lift 0.00 to 5.00 M.
100	Lift 5.00 to 10.00 M
101	Lift 10.00 to 15.00 M
102	Item No.5 : 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) Tor reinforcement
103	Item No. 6a - Providing stuctural 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 Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
104	Item No. 6b - Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete. (8mm tk.)
105	Item No. 7 - Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge.
106	Item No. 8 - Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts. Lift 0.00 to 5.00 M.
107	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.
108	Item No. 10 - Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
109	Item No. 11 - 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.
110	Item No. 12 - Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, 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 of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it. In Overburden (Soft soil, murum)
111	In Weathered rock with boulders
112	In Weathered rock / Soft rock
113	Item No. 13 - Removing the surplus excavated material from site of work & disposing the same with in a radius of 5 km. beyond initial lead as directed, including loading conveying spreading stacking dumping etc.… comp.
114	Item No.14a - Drilling of horizontal bores in the well 115 mm dia. For required length by boring machine, including all necessary materials, labour, machinery fuel etc. complete as directed by Engineer in charge. 115 mm dia.
115	Item No. 14b - Flashingof horizontal bores by air lift method and measuring capacity of bore on \"V\" notch etc. complete as directed by Engineer in charge. 115 mm dia.
116	Sub Work No.4 : Pump House 3.00 x 3.00 x 3.00 MItem No.1 : Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. LIft 0.00 to 1.50 M.
117	Item No.2 : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150 Lift 0.00 to 1.50 M
118	Item No.3 : Providing uncoursed rubble masonry of trap/ granite/ Cu.M. 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. Spec.No.: Bd.H.1 Page No. 329 CM 1:6
119	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,plywood 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.) Coping 1:2:4
120	Item No.5 : Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.
121	Item No.6 : Providing fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:6 in super structure including striking joints, raking out joints, watering and scaffolding complete. CM 1:6
122	Item No.7 : Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, ,plywood form work,bully/steel prop ups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) For Lintel in M -200 grade
123	Item No.8 : 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 .)For Slab and landing in M -200 grade
124	Item No.9 : 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) Tor reinforcement
125	Item No.10 : Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.2 Page No. 368
126	Item No.11 : Providing external cement plaster 20mm. thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368 20 mm tk. In 1:5 C.M.
127	Item No.12 : Providing and laying polished Shahabad Stone flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning complete. Spec.No.: Bd.M.3 Page No. 380
128	Item No.13 : 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
129	Item No.14 : Providing and fixing steel frame of angle 40 x 40 x 5 mm size for windows with 16 mm dia. mild steel bars horizontally at 10 cm c/c for ventilator portion and 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete
130	Item No.15 : Clean the surface to remove dirt, loose particles. Examine the surface closely for any cracks. Clean the cracks. Provide and fill a pure acrylic, polymer modified ready to use paste Polyfill AR of approved make & approved by Engineer in charge having a cream coloured viscous emulsion ready to use acrylic polymeric non-shrink crackfiller putty with auto suction properties and requiring no bonding agent, no curing and no requirement for opening the existing cracks finishing with subsequent filling as required. Provide and apply three coats of 100% acrylic waterproof heat insulating breathable decorative external coating Sunext 8 of approved make & approved by Engineer in charge, in the desired shade. Stir well and apply by brush for three coats. Applying three coats at an interval of 4-6 hours between each coat.
131	Item No.16 : Providing and applying 2 Coats of 100% Pure acrylic water based paint with special heat reflectance property to withstand the harsh climate for period of atleast 10 years of approved make. Paint system should provide durable and long lasting finish with DFT of min 90 microns and should protect against concrete carbonation with R value of minimum 600 and equivalent concrete layer thickness value of min 150 cm. Paint should have breathability property and should be able to cover hairline cracks in the surface upto 0.5mm The paint has to be applied on a coat of high quality acrylic copolymer based alkali resistant primer with excellent penetrating properties including cleaning, with all leads and lifts
132	Item No.17 : Providing and fitting electrical point wiring for lighting including all material labour and testing etc. complete.
133	Item No.18 : 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.
134	Sub Work No.5 : 250 mm dia. D.I. \"K-7\" Raw Water Gravity mainItem No.1 : Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets. (IS:8329-2000 Latest Version) 250 mm dia. \"K-7\"
135	Item No.2 : Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R.,complete with Cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipesincluding cost of all labours and materialsandtransportation to stores / site, loading , unloading including all taxes , etc. complete.As per IS 9523 (5% of Item No. 1)
136	Item No.3 : Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1 250 mm dia. Reflux valve
137	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. complete. Without by pass arrangement - PN -1 250 mm dia. Sluice valve
138	Item No.5 : Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 50 mm dia.
139	Item No.6 : Excavation for pipe trenches for works of transmission mains, leading mains, and for all types of pipe materials, in all types of earthy or sandy materials, soils of all types clay mud soft average or hard murum, all types of disintegrated rock shingles, brick hats, isolated boulders of any size of all type of rock including soft, hard andmanjara rock by permissible and suitable methods such as blasting, control blasting, chiselling wedging, line drilling and / or by use of mechanical means, including excavation in all types road surfaces such as W.B.M., asphalt, concrete road, including trimming the surface by chiselling wherever required, including removing the roots of trees met , during excavation, levelling the bed and keeping it clean and dry by removing the excavated stuff up to a distanceof 50 m beyond work site and stacking the same as directed by Engineer – in – charges etc. complete.Excavation in soil/hard murum/hard murum with boulder/soft rock/ hard rock/concrete roads/asphalt roads
140	Item No.7 : 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.
141	Item No.8 : Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.250 mm dia. \"K-7\"
142	Item No.9 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) 250 mm dia. Reflux valve
143	250 mm dia. Sluice valve
144	Item No.10 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. 90 x 60 x 120 cm
145	Item No.11 : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150
146	Item No.12 : 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.
147	Item No.13 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) 250 mm dia. Pipe in hard murum
148	Item No.14 : Hydraulic testing of C.I./D.I. 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 using water supplied by the contractor.250 mm dia. \"K-7\"
149	Sub Work No.6 : Raw Water Rising main from Production well to WTPItem No.1 : Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets. (IS:8329-2000 Latest Version) 150 mm dia. \"K-9\"
150	Item No.2 : Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R.,complete with Cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipesincluding cost of all labours and materialsandtransportation to stores / site, loading , unloading including all taxes , etc. complete.As per IS 9523 (5% of Item No. 1)
151	Item No.3 : Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1 150 mm dia. Reflux valve
152	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. complete. Without by pass arrangement - PN -1 150 mm dia. Sluice valve
153	Item No.5 : Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 50 mm dia.
154	Item No.6 : Excavation for pipe trenches for works of transmission mains, leading mains, and for all types of pipe materials, in all types of earthy or sandy materials, soils of all types clay mud soft average or hard murum, all types of disintegrated rock shingles, brick hats, isolated boulders of any size of all type of rock including soft, hard andmanjara rock by permissible and suitable methods such as blasting, control blasting, chiselling wedging, line drilling and / or by use of mechanical means, including excavation in all types road surfaces such as W.B.M., asphalt, concrete road, including trimming the surface by chiselling wherever required, including removing the roots of trees met , during excavation, levelling the bed and keeping it clean and dry by removing the excavated stuff up to a distanceof 50 m beyond work site and stacking the same as directed by Engineer – in – charges etc. complete.Excavation in soil/hard murum/hard murum with boulder/soft rock/ hard rock/concrete roads/asphalt roads
155	Item No.7 : 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.
156	Item No.8 : Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.150 mm dia. \"K-9\"
157	Item No.9 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) 150 mm dia. Reflux valve
158	150 mm dia. Sluice valve
159	Item No.10 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. 90 x 60 x 120 cm
160	Item No.11 : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150
161	Item No.12 : 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.
162	Item No.13 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) 150 mm dia. Pipe in hard murum
163	Item No.14 : Hydraulic testing of C.I./D.I. 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 using water supplied by the contractor.150 mm dia. \"K-9\"
164	Sub Work No.7 : Raw Water Pumping Machinery from Production well to WTP 15 BHP - No.1Item No.1 : Providing, erecting and giving test of submersible pump set conforming to IS8034 and motor conforming to IS9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V±10%, 3Ph,50Hz A. C. Supply, with cable guard, thrust carbon / fiber bearing to with stand 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. 3m submersible copper conductor cable in single / double run and 2pairs of suitable size erection clamp 10mm thick shall be provided with each pump.Submersible Pump 250mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages of category A & Bhaving discharge of 26992 LPH against total head 77 M ---etc complete. (minimum 15 Hp)
165	Item No.2 : i) Providing, erecting Pressure gauge of required range complete with syphontube, isolating cock suitable for 12mm dia G.I.Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. 0 to 10 kg/cm2 pressure guage 100 mm dia. With u tube & cock etc comp…. (2 for Pump 1for RM)
166	ii) Providing and laying ISI mark G.I. pipe of 15mm dia. Medium duty (B class). excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
167	iii) Providing and laying ISI mark G.I. pipe of 100mm dia. Medium duty (B class). excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
168	Item No.3 : Providing , installing & commissioningof L.T. Skeleton type Panel board with accessoriea & giving the satisfactory test &trial --etc complete
169	Item No.4 : A) Supplying, erecting & terminating XLPE armoured cable 3½ core 25 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
170	B) Supplying, erecting & terminating XLPE armoured cable 3 core 6 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
171	C) Providing, fixing Lungs & glands to all cable ends as per requirment , the cable glands of required size etc.complete.
172	D) Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR
173	Item No.5 : A) Providing, laying and testing 100 mm dia. PN -1.6 double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Without by pass arrangement - PN -1.6 (9005+2272+252)
174	B) Providing, erecting electric Valve actuators for 100 mm dia. valve totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position with out lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually replaceable counter gear assembly and with two torque and four limits witches with S.S.flap and operated with gear driven cams and of rating 250Volt, 5Amp, AC/DC, torques witch dial and with TEFC squirrel cage induction motor working on 440Volts+/-10%,3phase, 50HzA C of intermittent duty rating S-2, insulation class \"F\" and temp rise restricted to class \"B\" with IP-67 protection class suitable for DOL starting and with three thermostat and 30% over load margin. The torque rating of reduction gear box shall be at least 1.5 times max .torque required for opening and closing of valve with integral starter for ON & OFF operation
175	Item No.6 : Providing, laying and testing ISI mark CI D/F reflux valves (non-return valves ) of 100mm dia, PN-1.6 including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) For delivery side PN-1.6(7348+2272+252)
176	Item No.7a : Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking, etc. complete.Double flanged specials of all diametersDouble flanged specials of all diameters
177	Item No.7b : Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.flange joints of various dia. i) 100 mm.dia. flange joints
178	ii) 200 mm.dia. flange joints
179	Item No.8 : Providing, erecting and commissioning M.S.Dismantling joint as per requirement and Department\"s approved drawing and specifications, including machining and rubber rings and suitable for 16kg/cm2 working pressure with required flanges of suitable size with nut bolt sets complete. The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges.L.O.F.(lengthoverflange ) should not be less than 75% of dia. 200 mm dia, for flow meter
180	Item No.9a : Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. covercomplete with all materials, testing & recording the results as per specification No. EA-EP
181	Item No.9b : Supplying and erecting GI stripof required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP.
182	Item No.10 : Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw / Pure water with accuracy/- 0.5% of measured value & protection as per given pecifications for size 100 mm-1000mm including sensor, transmitter urgearrestor, cable GI duct if suitable size for 25 mtrs built in SM (with Sim card and its charges, valid for 36 months) ncluding the pipe cutting, leveling and installation off low meter in the pipe lines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications (Annexure-A) attached.( for pumpset under Item No.1) 200 mm dia. Other Details as per Respective DSR
183	Item No.11 : Providing & casting PCC M 150 foundation of panel boardsupporting valves…. etc.complete.
184	Item No.12 : Providing best quality Hand Tool for operation & maintance of the scheme etc. complete.
185	Item No.13 : Providing & fixing Name Board…….etc.complete
186	Sub Work No.7 : Raw Water Pumping Machinery from Production well to WTP 15 BHP - No.2Item No.1 : Providing, erecting and giving test of submersible pump set conforming to IS8034 and motor conforming to IS9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V±10%, 3Ph,50Hz A. C. Supply, with cable guard, thrust carbon / fiber bearing to with stand 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. 3m submersible copper conductor cable in single / double run and 2pairs of suitable size erection clamp 10mm thick shall be provided with each pump.Submersible Pump 250mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages of category A & Bhaving discharge of 26992 LPH against total head 77 M ---etc complete. (minimum 15 Hp)
187	Item No.2 : i) Providing, erecting Pressure gauge of required range complete with syphontube, isolating cock suitable for 12mm dia G.I.Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. 0 to 10 kg/cm2 pressure guage 100 mm dia. With u tube & cock etc comp…. (2 for Pump 1for RM)
188	ii) Providing and laying ISI mark G.I. pipe of 15mm dia. Medium duty (B class). excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
189	iii) Providing and laying ISI mark G.I. pipe of 100mm dia. Medium duty (B class). excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
190	Item No.3 : Providing , installing & commissioningof L.T. Skeleton type Panel board with accessoriea & giving the satisfactory test &trial --etc complete
191	Item No.4 : A) Supplying, erecting & terminating XLPE armoured cable 3½ core 25 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
192	B) Supplying, erecting & terminating XLPE armoured cable 3 core 6 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
193	C) Providing, fixing Lungs & glands to all cable ends as per requirment , the cable glands of required size etc.complete.
194	D) Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR
195	Item No.5 : A) Providing, laying and testing 100 mm dia. PN -1.6 double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Without by pass arrangement - PN -1.6 (9005+2272+252)
196	B) Providing, erecting electric Valve actuators for 100 mm dia. valve totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position with out lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually replaceable counter gear assembly and with two torque and four limits witches with S.S.flap and operated with gear driven cams and of rating 250Volt, 5Amp, AC/DC, torques witch dial and with TEFC squirrel cage induction motor working on 440Volts+/-10%,3phase, 50HzA C of intermittent duty rating S-2, insulation class \"F\" and temp rise restricted to class \"B\" with IP-67 protection class suitable for DOL starting and with three thermostat and 30% over load margin. The torque rating of reduction gear box shall be at least 1.5 times max .torque required for opening and closing of valve with integral starter for ON & OFF operation
197	Item No.6 : Providing, laying and testing ISI mark CI D/F reflux valves (non-return valves ) of 100mm dia, PN-1.6 including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) For delivery side PN-1.6(7348+2272+252)
198	Item No.7a : Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking, etc. complete.Double flanged specials of all diametersDouble flanged specials of all diameters
199	Item No.7b : Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.flange joints of various dia. i) 100 mm.dia. flange joints
200	ii) 200 mm.dia. flange joints
201	Item No.8 : Providing, erecting and commissioning M.S.Dismantling joint as per requirement and Department\"s approved drawing and specifications, including machining and rubber rings and suitable for 16kg/cm2 working pressure with required flanges of suitable size with nut bolt sets complete. The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges.L.O.F.(lengthoverflange ) should not be less than 75% of dia. 200 mm dia, for flow meter
202	Item No.9a : Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. covercomplete with all materials, testing & recording the results as per specification No. EA-EP
203	Item No.9b : Supplying and erecting GI stripof required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP.
204	Item No.10 : Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw / Pure water with accuracy/- 0.5% of measured value & protection as per given pecifications for size 100 mm-1000mm including sensor, transmitter urgearrestor, cable GI duct if suitable size for 25 mtrs built in SM (with Sim card and its charges, valid for 36 months) ncluding the pipe cutting, leveling and installation off low meter in the pipe lines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications (Annexure-A) attached.( for pumpset under Item No.1) 200 mm dia. Other Details as per Respective DSR
205	Item No.11 : Providing & casting PCC M 150 foundation of panel boardsupporting valves…. etc.complete.
206	Item No.12 : Providing best quality Hand Tool for operation & maintance of the scheme etc. complete.
207	Item No.13 : Providing & fixing Name Board…….etc.complete
208	Sub Work No.8 : Conventional Water Treatment Plant 3.75 MLDItem No.1 : Designing (aesthetically), providing and constructing high rate Unconventional Water Treatment Plant i.e. Simplified Water Treatment Plants consisting of Civil Works, including cost of providing and applying Epoxy paint to inside surface of water retaining structures in contact with Chlorine and providing anti-termite treatment to entire structure below ground level, Mechanical and Electrical components of variours sub-works as given below : including necessary hydraulic testing, structural testing and trial run for 3 months, etc. complete as directed by Engineer-in-charge. 3.75 MLD Other Details as per Respective DSR
209	Sub Work No.9 : Pure water pumping machinery a) For higher Zone 15 BHP, Discharge- 19320 lits/hr.,Head - 79MItem No.1 : Providing, erecting and giving test of submersible pump set conforming to IS8034 and motor conforming to IS9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V±10%, 3Ph,50Hz A. C. Supply, with cable guard, thrust carbon / fiber bearing to with stand 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. 3m submersible copper conductor cable in single / double run and 2pairs of suitable size erection clamp 10mm thick shall be provided with each pump.Submersible Pump 250mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages of category A & Bhaving discharge of 26992 LPH against total head 77 M ---etc complete. (minimum 15 Hp)
210	Item No.2 : i) Providing, erecting Pressure gauge of required range complete with syphontube, isolating cock suitable for 12mm dia G.I.Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. 0 to 10 kg/cm2 pressure guage 100 mm dia. With u tube & cock etc comp…. (2 for Pump 1for RM)
211	ii) Providing and laying ISI mark G.I. pipe of 15mm dia. Medium duty (B class). excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
212	iii) Providing and laying ISI mark G.I. pipe of 100mm dia. Medium duty (B class). excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
213	Item No.3 : Providing , installing & commissioningof L.T. Skeleton type Panel board with accessoriea & giving the satisfactory test &trial --etc complete
214	Item No.4 : A) Supplying, erecting & terminating XLPE armoured cable 3½ core 25 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
215	B) Supplying, erecting & terminating XLPE armoured cable 3 core 6 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
216	C) Providing, fixing Lungs & glands to all cable ends as per requirment , the cable glands of required size etc.complete.
217	D) Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR
218	Item No.5 : A) Providing, laying and testing 100 mm dia. PN -1.6 double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Without by pass arrangement - PN -1.6 (9005+2272+252)
219	B) Providing, erecting electric Valve actuators for 100 mm dia. valve totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position with out lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually replaceable counter gear assembly and with two torque and four limits witches with S.S.flap and operated with gear driven cams and of rating 250Volt, 5Amp, AC/DC, torques witch dial and with TEFC squirrel cage induction motor working on 440Volts+/-10%,3phase, 50HzA C of intermittent duty rating S-2, insulation class \"F\" and temp rise restricted to class \"B\" with IP-67 protection class suitable for DOL starting and with three thermostat and 30% over load margin. The torque rating of reduction gear box shall be at least 1.5 times max .torque required for opening and closing of valve with integral starter for ON & OFF operation
220	Item No.6 : Providing, laying and testing ISI mark CI D/F reflux valves (non-return valves ) of 100mm dia, PN-1.6 including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) For delivery side PN-1.6(7348+2272+252)
221	Item No.7a : Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking, etc. complete.Double flanged specials of all diametersDouble flanged specials of all diameters
222	Item No.7b : Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.flange joints of various dia. i) 100 mm.dia. flange joints
223	Item No.8 : Providing, erecting and commissioning M.S.Dismantling joint as per requirement and Department\"s approved drawing and specifications, including machining and rubber rings and suitable for 16kg/cm2 working pressure with required flanges of suitable size with nut bolt sets complete. The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges.L.O.F.(lengthoverflange ) should not be less than 75% of dia. 200 mm dia, for flow meter
224	Item No.9a : Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. covercomplete with all materials, testing & recording the results as per specification No. EA-EP
225	Item No.9b : Supplying and erecting GI stripof required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP.
226	Item No.10 : Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw / Pure water with accuracy/- 0.5% of measured value & protection as per given pecifications for size 100 mm-1000mm including sensor, transmitter urgearrestor, cable GI duct if suitable size for 25 mtrs built in SM (with Sim card and its charges, valid for 36 months) ncluding the pipe cutting, leveling and installation off low meter in the pipe lines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications (Annexure-A) attached.( for pumpset under Item No.1) 200 mm dia. Other Details as per Respective DSR
227	Item No.11 : Providing & casting PCC M 150 foundation of panel boardsupporting valves…. etc.complete.
228	Item No.12 : Providing & fixing Name Board…….etc.complete
229	Sub Work No.9 : Pure water pumping machinery b) For MBR 45 BHP, Discharge- 135083 lits/hr.,Head - 51MItem No.1a : Providing, erecting, commissioning & Testing of V.T. water lubricated pump set having capacity of 135083 LPH against total head 51 mtrs with third party inspection (45 BHP)
230	Item No.1b : Providing, erecting Pressure gauge of required range complete with syphontube, isolating cock suitable for 12mm dia G.I.Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. 0 to 10 kg/cm2 pressure guage 150 mm dia. With u tube & cock etc comp…. (3 for Pump 1for RM)
231	Item No.2 : Providing, erecting and giving test and trial of vertical hollow shaft SPDP motor 1500 RPM, squirrel cage induction motor, conforming to IS 325 having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-3% with \"F\" class insulation temperature rise limited to class \"B\" insulation.
232	Item No.3 : Providing , installing & commissioningof L.T. Skeleton type Panel board with accessoriea & giving the satisfactory test &trial --etc complete
233	Item No.4 : Providing, erecting, commissioning & Testing of fully automatic operated starter, floor mounted oil immersed auto transformer with 50%, 65% & 80% tapping as per detail specification attached ( Air break contractor 110x110x110 Amp) with third party inspection ATS Starter
234	Item No.5a : Supplying, erecting & terminating XLPE armoured cable 1100 V. 3½ core 185 sq. mm. aluminium conductor with continuous 12.97 sq. mm. (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
235	Item No.5b : Supplying, erecting & terminating XLPE armoured cable 1100 V. 3½ core 185 sq. mm. aluminium conductor with continuous 12.97 sq. mm. (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
236	Item No.5c : Providing, fixing required size glands, lugs to cable size given in Item No.5 (a) & (b) etc.complete
237	Item No.5d : Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR
238	Item No.6 : A) Providing fixing and testing double flange sluice valve 200 mm dia. confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Without by pass arrangement - PN -1 (200 mm )
239	Item No.6 : B) Providing, erecting electric Valve actuators for 200 mm dia. valve totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position with out lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually replaceable counter gear assembly and with two torque and four limits witches with S.S.flap and operated with gear driven cams and of rating 250Volt, 5Amp, AC/DC, torques witch dial and with TEFC squirrel cage induction motor working on 440Volts+/-10%,3phase, 50HzA C of intermittent duty rating S-2, insulation class \"F\" and temp rise restricted to class \"B\" with IP-67 protection class suitable for DOL starting and with three thermostat and 30% over load margin. The torque rating of reduction gear box shall be at least 1.5 times max .torque required for opening and closing of valve with integral starter for ON & OFF operation
240	Item No.7a : Providing fixing and testing ISI mark CI D/F reflux valves (non-return valves ) of 200mm dia, PN-1 including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) For delivery side
241	Item No.7b : Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnetcoated inside & outside withelectrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 80 mm dia.
242	Item No.8a : 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, loadinginto truck transport to departmental store /site, unloading stacking etc. complete.D/F Specials 80 to 300 mm dia
243	Item No.8b : Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking, etc. complete.Double flanged specials of all diameters
244	Item No.8c : Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.i) 200 mm.dia. flange joints
245	ii) 400 mm.dia. flange joints
246	Item No.9a : Providing, erecting and commissioning out door type copper wound transformer continuously rated for 3Ph, 50Hz, at full load and temp. rise not exceeding 45ºC by thermometerin oil and 50ºC by the resistance in winding after continuous run at full loadrating, the transformer should have oil immersed winding having vector group DY11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end boxon HT side and cable end boxon LT side. 2Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be limited to the values given be lowor as per IS or Norms issued by MSEDC Ltd whichever are lower.Power Transformer 11000 / 433 Volt 200 kVA (no load loss 500 w and load loss 3000 w)
247	Item No.9b : Making transformer plinth (1.5 x 1.5 x 1.5) m in size with necessary excavation in ground with 150 mm. thick M- 10 PCC at the bottom and top and 250 mm. thick, burnt brick wall constructed at periphery and remaining hollow portion shall be filled with 40mm hard broken aggregate. External surface duly plastered by 12 mm thick including watering etc complete.
248	Item No.10 : Providing, erecting, commissioning & Testing of existing4 pole structure foundation all required electrical accessories to receive 11 KV, 3 PH 50 Hz supply from transformeretc. complete.
249	Item No.11 : Providing safety equipments as perI.E. rules required for transformer substationetc. complete.
250	Item No.12a : Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. covercomplete with all materials, testing & recording the results as per specification No. EA-EP
251	Item No.12b : Supplying and erecting GI stripof required size used forearthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP.
252	Item No.12c : Carrying out electrification to pump house as per detail specification.
253	Item No.13a : Providing, erecting triple spur gear type Chain Pulley Block suitable for 2.00MT capacity as below with 6m lift complete with load chain and hand chain uitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.
254	Item No.13b : Providing errecting travelling trolley of capacity 2MT with 6 m lift, test for 50% over load, testing & commissiong etc. comp
255	Item No.13c : Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete.
256	Item No.14 : Providing and fixing Name board etc. comp.
257	Item No.15 : Supplying and erecting 50 kVAr, 440 V 3 phase, 50 Hz., thyrister switched micro APFC passive filter panel, consisting of suitable steps of APP type capacitor units with harmonic filter reactors, as per specification no CP-ED/APFC
258	Item No.16 : Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw / Pure water with accuracy/- 0.5% of measured value & protection as per given pecifications for size 100 mm-1000mm including sensor, transmitter urgearrestor, cable GI duct if suitable size for 25 mtrs built in SM (with Sim card and its charges, valid for 36 months) ncluding the pipe cutting, leveling and installation off low meter in the pipe lines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications (Annexure-A) attached.( for pumpset under Item No.1) 250 mm dia. Other Details as per Respective DSR
259	Item No.17 : Providing, erecting and commissioning M.S.Dismantling joint as per requirement and Department\"s approved drawing and specifications, including machining and rubber rings and suitable for 16kg/cm2 working pressure with required flanges of suitable size with nut bolt sets complete. The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges.L.O.F.(lengthoverflange ) should not be less than 75% of dia.250 for flow meter
260	Item No.18 : Providing best quality hand tool for opration and maintanance of WSS
261	Sub Work No.10 : Pure Water Rising main a) For Higher zone 150 & 100 mm dia. DI K-9 L=4772M.Item No.1 : Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets. (IS:8329-2000 Latest Version) 150 mm dia. \"K-9\"
262	100 mm dia. \"K-9\"
263	Item No.2 : Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R.,complete with Cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipesincluding cost of all labours and materialsandtransportation to stores / site, loading , unloading including all taxes , etc. complete.As per IS 9523 (5% of Item No. 1)
264	Item No.3 : Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1 150 mm dia. Reflux valve
265	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. complete. Without by pass arrangement - PN -1 150 mm dia. Sluice valve
266	100 mm dia. Sluice Valve
267	Item No.5 : Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 50 mm dia.
268	Item No.6 : Excavation for pipe trenches for works of transmission mains, leading mains, and for all types of pipe materials, in all types of earthy or sandy materials, soils of all types clay mud soft average or hard murum, all types of disintegrated rock shingles, brick hats, isolated boulders of any size of all type of rock including soft, hard andmanjara rock by permissible and suitable methods such as blasting, control blasting, chiselling wedging, line drilling and / or by use of mechanical means, including excavation in all types road surfaces such as W.B.M., asphalt, concrete road, including trimming the surface by chiselling wherever required, including removing the roots of trees met , during excavation, levelling the bed and keeping it clean and dry by removing the excavated stuff up to a distanceof 50 m beyond work site and stacking the same as directed by Engineer – in – charges etc. complete.Excavation in soil/hard murum/hard murum with boulder/soft rock/ hard rock/concrete roads/asphalt roads
269	Item No.7 : 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.
270	Item No.8 : Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.150 mm dia. \"K-9\"
271	100 mm dia \"K-9\"
272	Item No.9 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) 150 mm dia. Reflux valve
273	150 mm dia. Sluice valve
274	Item No.10 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. 90 x 60 x 120 cm
275	Item No.11 : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150
276	Item No.12 : 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.
277	Item No.13 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) 150 mm dia. Pipe in hard murum
278	100 mm dia. Pipe in hard murum
279	Item No.14 : Hydraulic testing of C.I./D.I. 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 using water supplied by the contractor.150 mm dia. \"K-9\"
280	100 mm dia \"K-9\"
281	Sub Work No.10 : Pure Water Rising main b) For MBR 250 mm dia. DI K-9 L=225M.Item No.1 : Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets. (IS:8329-2000 Latest Version) 250 mm dia. \"K-9\"
282	Item No.2 : Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R.,complete with Cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipesincluding cost of all labours and materialsandtransportation to stores / site, loading , unloading including all taxes , etc. complete.As per IS 9523 (5% of Item No.1)
283	Item No.3 : Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1 250 mm dia. Reflux valve
284	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. complete. Without by pass arrangement - PN -1 250 mm dia. Sluice valve
285	Item No.5 : Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 80 mm dia. Air Valve
286	Item No.6 : Excavation for pipe trenches for works of transmission mains, leading mains, and for all types of pipe materials, in all types of earthy or sandy materials, soils of all types clay mud soft average or hard murum, all types of disintegrated rock shingles, brick hats, isolated boulders of any size of all type of rock including soft, hard andmanjara rock by permissible and suitable methods such as blasting, control blasting, chiselling wedging, line drilling and / or by use of mechanical means, including excavation in all types road surfaces such as W.B.M., asphalt, concrete road, including trimming the surface by chiselling wherever required, including removing the roots of trees met , during excavation, levelling the bed and keeping it clean and dry by removing the excavated stuff up to a distanceof 50 m beyond work site and stacking the same as directed by Engineer – in – charges etc. complete.Excavation in soil/hard murum/hard murum with boulder/soft rock/ hard rock/concrete roads/asphalt roads
287	Item No.7 : 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.
288	Item No.8 : Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.250 mm dia. \"K-9\"
289	Item No.9 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) 250 mm dia. Reflux valve
290	250 mm dia. Sluice valve
291	Item No.10 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. 90 x 60 x 120 cm
292	Item No.11 : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150
293	Item No.12 : 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.
294	Item No.13 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) 250 mm dia. Pipe in hard murum
295	Item No.14 : Hydraulic testing of C.I./D.I. 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 using water supplied by the contractor.250 mm dia. \"K-9\"
296	Sub Work No.11 : MBR Capacity 257300 Ltrs. Staging height = 20 M.Item No.1 : Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design.providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. Other Details as per Respective DSR MBR Cap.257300 Ltrs. Stg.= 20 M.
297	Item No.2 : Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) 250 mm dia D.I. Pipe
298	Item No.3 : Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523.For all types of specials, bends tees etc. 250 mm dia.
299	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. complete.A) Sluice Valves P.N.-1.0 a) 250 mm Dia. without bye pass
300	b) 100 mm Dia.without bye pass
301	Sub Work No.12 : Pure Water Gravity Main 300 to 100 mm dia. DI K-7 L= 5535 M.Item No.1 : Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets. (IS:8329-2000 Latest Version) a) 300 mm dia. \"K-7\"
302	b) 250 mm dia. \"K-7\"
303	c) 200 mm dia. \"K-7\"
304	d) 100 mm dia. \"K-7\"
305	Item No.2 : Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R.,complete with Cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipesincluding cost of all labours and materialsandtransportation to stores / site, loading , unloading including all taxes , etc. complete.As per IS 9523
306	Item No.3 : Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Without by pass arrangement - PN -1 300 mm dia. Sluice valve
307	250 mm dia. Sluice Valve
308	200 mm dia. Sluice Valve
309	100 mm dia. Sluice Valve
310	Item No.4 : Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 80 mm dia.
311	50 mm dia.
312	Item No.5 : Excavation for pipe trenches for works of transmission mains, leading mains, and for all types of pipe materials, in all types of earthy or sandy materials, soils of all types clay mud soft average or hard murum, all types of disintegrated rock shingles, brick hats, isolated boulders of any size of all type of rock including soft, hard andmanjara rock by permissible and suitable methods such as blasting, control blasting, chiselling wedging, line drilling and / or by use of mechanical means, including excavation in all types road surfaces such as W.B.M., asphalt, concrete road, including trimming the surface by chiselling wherever required, including removing the roots of trees met , during excavation, levelling the bed and keeping it clean and dry by removing the excavated stuff up to a distanceof 50 m beyond work site and stacking the same as directed by Engineer – in – charges etc. complete.Excavation in soil/hard murum/hard murum with boulder/soft rock/ hard rock/concrete roads/asphalt roads
313	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.
314	Item No.7 : Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.300 mm dia. \"K-7\"
315	250 mm dia \"K-7\"
316	200 mm dia \"K-7\"
317	100 mm dia \"K-7\"
318	Item No.8 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) 300 mm dia. Sluice valve
319	250 mm dia. Sluice valve
320	200 mm dia. Sluice valve
321	100 mm dia. Sluice valve
322	Item No.9 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. 90 x 60 x 120 cm
323	90 x 45 x 120 cm
324	Item No.10 : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150
325	Item No.11 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
326	Item No.12 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) 300 mm dia. Pipe in hard murum
327	250 mm dia. Pipe in hard murum
328	200 mm dia. Pipe in hard murum
329	100 mm dia. Pipe in hard murum
330	Item No.13 : Hydraulic testing of C.I./D.I. 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 using water supplied by the contractor. a)150 mm dia. \"K-9\"
331	b) 250 mm dia \"K-9\"
332	c) 200 mm dia \"K-9\"
333	d) 100 mm dia \"K-9\"
334	Sub Work No.13 : Parshi Nagar ESR Cap.467000 Ltrs., June Dhadgaon Varcha pada ESR Cap.279500 Ltrs, Patil pada GSR Cap.18000 Ltrs. and Repair of Existing ESR\"sItem No.1 : Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design.providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. Other Details as per Respective DSR MBR a) Parshi Nagar ESR capacity 467000 litrs. Staging height 12 M, SBC 10 T/Sqm
335	b) June Dhadgaon Varcha Pada ESR capacity 279500 litrs. Staging height 12 M, SBC 10 T/Sqm
336	Item No.2 : 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 M.S. ladder with G.I. railingoutside, C.I. Manhole frame and cover, attop 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 coat 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.Anti-termite treatment shall be given for underground portion of the structure. Other Details as per Respective DSR a) Patil Pada GSR capacity 18000 litrs.
337	Item No.3 : Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) A) 250 mm dia D.I. Pipe
338	B) 200 mm dia D.I. Pipe
339	C) 100 mm dia D.I. Pipe
340	Item No.4 : Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523.For all types of specials, bends tees etc.80 to 300 mm dia.
341	Item No.5 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.A) Sluice Valves P.N.-1.0 a) 250 mm dia.
342	A) Sluice Valves P.N.-1.0 b) 200 mm dia.
343	A) Sluice Valves P.N.-1.0 c) 100 mm dia.
344	A) Sluice Valves P.N.-1.0 d) 80 mm dia.
345	Item No.6 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size 90 x 60 x 120 cm.
346	Item No.7 : Providing pressure grouting at a pressure of 0.56 kg./sqcm in required row/zigzag fashion as specified at 1.5 M interval as per site conditions to stop leakages through water retaining structures to the entire satisfaction of the Engineer-in-charge including material compound, hardening materials, compressor equipment including scaffolding smooth finishing, etc. complete. (For concrete)Spec. No.: As directed by Engineer-in-charge
347	Item No.8 : Providing internal cement plaster 20 mm. thick in two coats in cement mortar 1:3 with out neeru finish, to concrete, brick surface, in all positions includings caffolding and curing etc.complete. For enisting GSR
348	Item No.9a : Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete. For enisting GSR
349	Item No.9b : Clean the surface to remove dirt, loose particles. Examine the surface closely for any cracks. Clean the cracks. Provide and fill a pure acrylic, polymer modified ready to use paste Polyfill AR of approved make & approved by Engineer in charge having a cream coloured viscous emulsion ready to use acrylic polymeric non-shrink crackfiller putty with auto suction properties and requiring no bonding agent, no curing and no requirement for opening the existing cracks finishing with subsequent filling as required. Provide and apply three coats of 100% acrylic waterproof heat insulating breathable decorative external coating Sunext 8 of approved make & approved by Engineer in charge, in the desired shade. Stir well and apply by brush for three coats. Applying three coats at an interval of 4-6 hours between each coat.
350	Item No.10 : Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
351	Item No.11 : 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.
352	Item No.12 : Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes.For enisting GSR
353	Item No.13 : Providing and applying 2 Coats of 100% Pure acrylic water based paint with special heat reflectance property to withstand the harsh climate for period of atleast 10 years of approved make. Paint system should provide durable and long lasting finish with DFT of min 90 microns and should protect against concrete carbonation with R value of minimum 600 and equivalent concrete layer thickness value of min 150 cm. Paint should have breathability property and should be able to cover hairline cracks in the surface upto 0.5mm The paint has to be applied on a coat of high quality acrylic copolymer based alkali resistant primer with excellent penetrating properties including cleaning, with all leads and lifts
354	Item No.14 : Providing and applying epoxy paint of approved make (Shalimar, Ciba or Mahindra & Mahindra) to concrete surface of RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge, necessary scaffolding, etc complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes For enisting GSR
355	Item No.15 : Providing and installing mercury water level indicator for RCC ESR and wash water tank site as per instructions of Engneer-in-charge at ground level of the tank or nearing pump house or room for RCC ESR having 15 mtrs. stagingheight and 5 mtrs. water storage height with indication of water height in storage tank in metre and 1/10th of meter including providing and installing 15 mm dia class ‘B’ G.I. piping with necessary accessories from bottom of the tank upto the instrument as per instructions of Engineer-in-charge.
356	Item No.16 : Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete 90 x 60 cm size and weight 35 kg For enisting GSR
357	Item No.17 : Providing, hoisting and fixing in position inverted \"J\" type 100 mm dia C.I. cowl type ventilators with mosquitoproof aluminium mesh at top in including applying 2 coats of anticorrosive paint, etc. complete as directed by Engineerin-charge, weighing not less than 35 kg. \"J\" type cowl type ventilators For enisting GSR
358	Sub Work No.14 : Distribution SystemItem No.1 : 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.110 mm dia. 6kg/Sqcm
359	125 mm dia. 6kg/Sqcm
360	140 mm dia. 6kg/Sqcm
361	160 mm dia. 6kg/Sqcm
362	180 mm dia. 6kg/Sqcm
363	200 mm dia. 6kg/Sqcm
364	225 mm dia. 6kg/Sqcm
365	250 mm dia. 6kg/Sqcm
366	Item No.2 : Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets. (IS:8329-2000 Latest Version) a) 200 mm dia. \"K-7\"
367	b) 150 mm dia. \"K-7\"
368	c) 100 mm dia. \"K-7\"
369	Item No.3 : Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R.,complete with Cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipesincluding cost of all labours and materialsandtransportation to stores / site, loading , unloading including all taxes , etc. complete.As per IS 9523 (5% of Item No. 1)
370	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. complete. Without by pass arrangement - PN -1 100 mm dia. Sluice valve
371	150 mm dia. Sluice Valve
372	200 mm dia. Sluice Valve
373	250 mm dia. Sluice Valve
374	Item No.5 : Excavation for pipe trenches for works of transmission mains, leading mains, and for all types of pipe materials, in all types of earthy or sandy materials, soils of all types clay mud soft average or hard murum, all types of disintegrated rock shingles, brick hats, isolated boulders of any size of all type of rock including soft, hard andmanjara rock by permissible and suitable methods such as blasting, control blasting, chiselling wedging, line drilling and / or by use of mechanical means, including excavation in all types road surfaces such as W.B.M., asphalt, concrete road, including trimming the surface by chiselling wherever required, including removing the roots of trees met , during excavation, levelling the bed and keeping it clean and dry by removing the excavated stuff up to a distanceof 50 m beyond work site and stacking the same as directed by Engineer – in – charges etc. complete.Excavation in soil/hard murum/hard murum with boulder/soft rock/ hard rock/concrete roads/asphalt roads
375	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.
376	Item No.7 : Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/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 110 mm dia. 6kg/Sqcm
377	125 mm dia. 6kg/Sqcm
378	140 mm dia. 6kg/Sqcm
379	160 mm dia. 6kg/Sqcm
380	180 mm dia. 6kg/Sqcm
381	200 mm dia. 6kg/Sqcm
382	225 mm dia. 6kg/Sqcm
383	250 mm dia. 6kg/Sqcm
384	Item No.8 : Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.200 mm dia. \"K-7\"
385	150 mm dia \"K-7\"
386	100 mm dia \"K-9\"
387	Item No.9 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) 100 mm dia. Reflux valve
388	150 mm dia. Sluice valve
389	200 mm dia. Sluice valve
390	250 mm dia. Sluice valve
391	Item No.10a : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. 90 x 60 x 120 cm
392	Item No.10b : Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.225 mm x 300 mm (40 kg)
393	Item No.11 : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150
394	Item No.12 : 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.
395	Item No.13 : Removing the surplus excavated material from site of work & disposing the same with in a radius of 5 km. beyond initial lead as directed, including loading conveying spreading stacking dumping etc.… comp.
396	Item No.14 : Miscellenious repairs of cables, house pipe lines, soak pits, rain water harvesting arrangments chambers, gutters, during execution including all labour material etc. comp.
397	Item No.15 : 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 etc complete. 110 mm dia. 6kg/Sqcm
398	125 mm dia. 6kg/Sqcm
399	140 mm dia. 6kg/Sqcm
400	160 mm dia. 6kg/Sqcm
401	180 mm dia. 6kg/Sqcm
402	200 mm dia. 6kg/Sqcm
403	225 mm dia. 6kg/Sqcm
404	250 mm dia. 6kg/Sqcm
405	Item No.16 : Hydraulic testing of C.I./D.I. 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 using water supplied by the contractor.200 mm dia. \"K-7\"
406	150 mm dia \"K-7\"
407	100 mm dia \"K-9\"
408	Sub Work No.15 : Trial run of the schemeItem No.1 : Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 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. Note. : Required chemicals to be supplied by Nagar panchayat free of cost and electricity bill will also be paid by the Nagar Panchayat.
409	Sub Work No.16 : Chainlink fencingItem 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.
410	Item No.2 : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150
411	Item No.3 : 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.
412	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,plywood 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.) For Coping in M -150 grade
413	Item No.5 : Providing external cement plaster 20mm. thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368
414	Item No.6 : Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm 8 gauge thick and fixed 75 mm above Ground level vertical M.S Angle of 40 x 40 x 6 mm size embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c / c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c / c nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.
415	Item No.7a : Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete.
416	Item No.7b : Proividing and fixing Wicket gate 1.0 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundiaion, finishing painting, etc. complete.
417	Item No.8 : 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.
418	Item No.9 : Providing and applying 2 Coats of 100% Pure acrylic water based paint with special heat reflectance property to withstand the harsh climate for period of atleast 10 years of approved make. Paint system should provide durable and long lasting finish with DFT of min 90 microns and should protect against concrete carbonation with R value of minimum 600 and equivalent concrete layer thickness value of min 150 cm. Paint should have breathability property and should be able to cover hairline cracks in the surface upto 0.5mm The paint has to be applied on a coat of high quality acrylic copolymer based alkali resistant primer with excellent penetrating properties including cleaning, with all leads and lifts
419	Sub Work No.17 : Remaking of Road SurfaceItem No.1 : Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
420	Item No.2 : Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150
421	Item No.3 : Providing, laying and compacting of built - up - spray grout layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of bituminous binder of VG-30 Grade @ 1.520 Kg/Sqm after each layer, (i.e1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete.
422	Sub Work No.18 : Solar Panel for Solar Power generationItem No.1 : Supplying, installing, testing and commissioning of 101 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-RTONG A) At Production well site 100 KW Solar Panel
423	B) At Water Treatment Plant site 100 KW Solar Panel
424	Item No.2 : Charges for connection to MSEB for solar system & WTP Heal Work
425	Item No.3 : Output Transmission bay to MAHAVITRAN 33/11 KVA Substation for 1.5x2 MBA Transfarmer
426	Sub Work No.19 : Electrical Supply ArrangementsItem No.1 : Providing necessary electrical supply from MSEDCL connection charges including with all accessories etc. comp. At Head work (Production well site) and at WTP

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Tender For Augmentation To Dhadgaon Water Supply Scheme Tal Akrani District Nandurbar, Akrani-Maharashtra

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