Work Of Augmentation Of Various Rural Water Supply Schemeto Provide Fhtc Including One Year Defect Liability Period Of Various Svs And Mvs Under Jjm In The Jurisdiction Of Phed Sub Division Viratnagar , Jaipur, Ace Phed Region Iind Jaipur-Rajasthan

TDR : 27714358

Tender Notice
Corrigendum Details
BOQ

Expired

Ace Phed Region Iind Jaipur , Rajasthan

Tender Brief : Corrigendum : Work Of Augmentation Of Various Rural Water Supply Schemeto Provide Fhtc Including One Year Defect Liability Period Of Various Svs And Mvs Under Jjm In The Jurisdiction Of Phed Sub Division Viratnagar , Jaipur

Document Fees
₹ 10000 /-

EMD
₹ 3882000.0 /-

Tender Value
₹ 38.82 Crore /-

Submission Date
20-05-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	01-05-2021	Corrigendum 1	Technical Bid	20-05-2021

Name of Work: Work of Augmentation of various RWSS to provide FHTC including one year Defect Liability period of various SVS and MVS under JJM in the jurisdiction of PHED Sub Division Viratnagar,Jaipur.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Construction of 200 mm dia Tube Well
2	2	Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it's packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it's primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.
3	3	Nominal bore 200 mm dia.		4430	Mtr
4	4	Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr.
5	5	Construction of tube well after completion of drilling by rotary /percussion/odex method & upto 150 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.
6	6	Nominal bore 200 mm dia.		10900	Mtr
7	7	Add 15% extra on above item for drilling depth beyond 150 mtr, If depth of Tube well is more than 150 mtr.
8	8	Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe.
9	9	Nominal bore 200 mm dia.		1390	Mtr
10	10	Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr.
11	11	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes
12	12	200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)		4500	Mtr
13	13	Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985.
14	14	200 mm dia nominal bore of 5.4mm thickness		828	Mtr
15	15	Providing & laying ISI marked GI Pipe “A” class as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect.		207	Mtr
16	16	Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.
17	17	7.5 KW (10 HP) & head above 120 mtr.		337.5	KW
18	18	9.3 KW (12.5 HP) & head above 120 mtr.		130.2	KW
19	19	11 KW (15 HP) & head above 120 mtr.		110	KW
20	20	Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.
21	21	Above 5 HP and up to 10 HP		45	Each
22	22	Above 10 HP and up to 15 HP		19	Each
23	23	Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.
24	24	3 core 4.0 Sq.mm		26240	Mtr
25	25	Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
26	26	16.0 Sq.mm, 4 core		3450	Mtr
27	27	Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. \n		69	Each
28	28	Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set.		69	Each
29	29	Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.
30	30	200 mm dia		69	Each
31	31	Providing & Lowering in tube well ISI marked GI Pipe “B\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
32	32	50 mm dia		12420	Mtr
33	33	Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.
34	34	65 mm dia		69	Each
35	35	Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.		69	Each
36	36	Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes
37	37	65 mm dia		69	Each
38	38	Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.		69	Each
39	39	Provision of Rising Main
40	40	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
41	41	80 mm		860	RMT
42	42	100 mm		8130	RMT
43	43	150 mm		6463	RMT
44	44	200 mm		225	RMT
45	45	Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M.
46	46	HDPE PE-80 PN-10
47	47	90 mm dia		12343	RMT
48	48	110 mm dia		25748	RMT
49	49	Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply of pipe shall be in straight length in 6/12 M.
50	50	HDPE PE-80 PN-10
51	51	125 mm dia		4973	RMT
52	52	140 mm dia		3820	RMT
53	53	160 mm dia		11463	RMT
54	54	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.
55	55	In all type of soil
56	56	For HDPE pipe line dia up to 110 mm		38091	RMT
57	57	For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.		24246	RMT
58	58	For dia of pipe above 150 mm and up to 350 mm nominal.		11688	RMT
59	59	Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.		800	Cum
60	60	Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
61	61	Bituminous courses		400	Cum
62	62	Granular courses		400	Cum
63	63	Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.		500	CUM
64	64	Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
65	65	M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size).		330	CUM
66	66	Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
67	67	a) 60 mm thick.		100	Sqm.
68	68	b) 80 mm thick.		50	Sqm.
69	69	c) 100 mm thick		50	Sqm.
70	70	Horizontal directional drilling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including excavation and refilling of drive pit and exit pit as per technical specification and scope of work.		100	RMT
71	71	Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.\nApply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. \n
72	72	300 mm Dia 8 mm thick casing pipe with protective coating.		40	RMT
73	73	Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
74	74	MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)		2000	Kg
75	75	Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work.
76	76	Class PN 1.0
77	77	50 mm S-2 Type		30	Each
78	78	Distribution Main
79	79	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
80	80	80 mm		2118	RMT
81	81	100 mm		8732	RMT
82	82	150 mm		2425	RMT
83	83	200 mm		846	RMT
84	84	250 mm		122	RMT
85	85	Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M.
86	86	HDPE PE-80 PN-6
87	87	75 mm dia		128226	RMT
88	88	90 mm dia		55527	RMT
89	89	110 mm dia		42479	RMT
90	90	Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply of pipe shall be in straight length in 6/12 M.
91	91	HDPE PE-80 PN-6
92	92	125 mm dia		3961	RMT
93	93	140 mm dia		3181	RMT
94	94	160 mm dia		2594	RMT
95	95	180 mm dia		1523	RMT
96	96	225 mm dia		100	RMT
97	97	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.
98	98	In all type of soil
99	99	For HDPE pipe line dia up to 110 mm		226232	RMT
100	100	For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.		20417	RMT
101	101	For dia of pipe above 150 mm and up to 350 mm nominal.		5185	RMT
102	102	Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.		4000	Cum
103	103	Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
104	104	Bituminous courses		2000	Cum
105	105	Granular courses		3000	Cum
106	106	Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.		2000	CUM
107	107	Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
108	108	M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size).		1500	CUM
109	109	Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
110	110	a) 60 mm thick.		250	Sqm.
111	111	b) 80 mm thick.		100	Sqm.
112	112	c) 100 mm thick		50	Sqm.
113	113	Horizontal directional drilling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including excavation and refilling of drive pit and exit pit as per technical specification and scope of work.		200	RMT
114	114	Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.\nApply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. \n
115	115	300 mm Dia 8 mm thick casing pipe with protective coating.		300	RMT
116	116	Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
117	117	MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)		10000	Kg
118	118	Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
119	119	Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
120	120	80 mm dia		100	Each
121	121	100 mm dia		93	Each
122	122	125 mm dia		20	Each
123	123	150 mm dia		70	Each
124	124	200 mm dia		15	Each
125	125	250 mm dia		2	Each
126	126	Provision of Reserviours
127	127	Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .
128	128	The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.
129	129	The rates are applicable for staging height of 18 M. These rates shall be increased or decreased for variation in the staging height as below
130	130	Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter.
131	131	At Bhojawas - Sitopsinghpura (2 Nos)
132	132	150 KL capacity , 18 Mtr Staging		150000	Litre
133	133	150 KL capacity , 18 Mtr Staging		150000	Litre
134	134	At Saiwad (1 No)
135	135	250 KL capacity , 18 Mtr Staging		250000	Litre
136	136	At Govindpura Dhabai - Jawanpura Dhabai (2 Nos)
137	137	150 KL capacity , 18 Mtr Staging		150000	Litre
138	138	200 KL capacity 18 Mtr Staging		200000	Litre
139	139	At Med (1 No)
140	140	200 KL capacity 18 Mtr Staging		200000	Litre
141	141	At Sothana (1 No)
142	142	100 KL capacity 18 Mtr Staging		100000	Litre
143	143	At Jaisinghpura-Bahadurpura-Surajpura (1Nos)
144	144	150 KL capacity , 18 Mtr Staging		150000	Litre
145	145	At Bajrangpura (1 Nos)
146	146	150 KL capacity , 18 Mtr Staging		150000	Litre
147	147	At Pragpura (1 Nos)
148	148	200 KL capacity , 18 Mtr Staging		200000	Litre
149	149	At Bhankari (1 Nos)
150	150	200 KL capacity , 18 Mtr Staging		200000	Litre
151	151	At Badnagar (1 Nos)
152	152	300 KL capacity , 18 Mtr Staging		300000	Litre
153	153	At Rajnota (1 Nos)
154	154	200 KL capacity , 18 Mtr Staging		200000	Litre
155	155	At Theekariya (1 Nos)
156	156	300 KL capacity , 18 Mtr Staging		300000	Litre
157	157	At Mandha (1 Nos)
158	158	150 KL capacity , 18 Mtr Staging		150000	Litre
159	159	At Shivnagar (1 Nos)
160	160	150 KL capacity , 18 Mtr Staging		150000	Litre
161	161	At Paota (1 Nos)
162	162	150 KL capacity , 18 Mtr Staging		150000	Litre
163	163	At Khelna (1 Nos)
164	164	400 KL capacity , 18 Mtr Staging		400000	Litre
165	165	At Lada Ka Bas (1 Nos)
166	166	250 KL capacity , 18 Mtr Staging		250000	Litre
167	167	At Chobala Dada Ka Bas (2 Nos)
168	168	100 KL capacity 18 Mtr Staging		100000	Litre
169	169	250 KL capacity , 18 Mtr Staging		250000	Litre
170	170	Construction of RCC Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
171	171	Notes
172	172	The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.
173	173	Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below:
174	174	For foundation on SBC 7 MT/sqm applicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5%
175	175	For foundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%.
176	176	For foundation on SBC more than 18MT/sqm rates decreased by 5 %
177	177	Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones.
178	178	Rates for RCC Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II .
179	179	At Govindpura Dhabai - Jawanpura Dhabai (1 No)
180	180	125 KL capacity		125000	Litre
181	181	At Beelwari (1 No)
182	182	100 Kl capacity		100000	Litre
183	183	At Teori (1 No)
184	184	100 Kl capacity		100000	Litre
185	185	At Bajranpura (1 No)
186	186	50 Kl capacity		50000	Litre
187	187	At Badnagar (1 No)
188	188	150 Kl capacity		150000	Litre
189	189	At Theekriya (1 No)
190	190	50 Kl capacity		50000	Litre
191	191	At Mandha (2 No)
192	192	50 Kl capacity		50000	Litre
193	193	75 Kl capacity		75000	Litre
194	194	At Tulsipura - Gudha (1 No)
195	195	75 Kl capacity		75000	Litre
196	196	At Paota (2 No)
197	197	50 Kl capacity		50000	Litre
198	198	75 Kl capacity		75000	Litre
199	199	At Khelna (1 Nos)
200	200	150 Kl capacity		150000	Litre
201	201	At Lada Ka Bas (1 Nos)
202	202	50 Kl capacity		50000	Litre
203	203	At Chobala Dada Ka Bas (1 Nos)
204	204	100 Kl capacity		100000	Litre
205	205	Construction of RCC Circular Ground Service Reservoirs on Hillock of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
206	206	The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.
207	207	At Beelwari (1 No)
208	208	100 KL capacity		100000	Litre
209	209	At Med (1 No)
210	210	200 KL capacity		200000	Litre
211	211	At Teori (1 No)
212	212	100 KL capacity		100000	Litre
213	213	At Norangpura (1 No)
214	214	100 KL capacity		100000	Litre
215	215	At Biyawas (1 No)
216	216	100 KL capacity		100000	Litre
217	217	At Paldi (1 No)
218	218	100 KL capacity		100000	Litre
219	219	At Rampura Khurd (1 No)
220	220	50 KL capacity		50000	Litre
221	221	At Panchudala (2 No)
222	222	50 KL capacity		50000	Litre
223	223	100 KL capacity		100000	Litre
224	224	Providing and fixing double flanged ISI marked GI pipes (external works) with GI fittings excluding valves (IS:1239 mark) and MS clamps, as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
225	225	80 mm		1350	Mtr
226	226	Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
227	227	At Bhojawas - Sitopsinghpura (2 Nos)
228	228	150 KL capacity , 18 Mtr Staging
229	229	Wash out pipe 100 mm		25	Mtr
230	230	Inlet pipe 150 mm		25	Mtr
231	231	Outlet pipe 150 mm		25	Mtr
232	232	Overflow pipe 150 mm		25	Mtr
233	233	150 KL capacity , 18 Mtr Staging
234	234	Wash out pipe 100 mm		25	Mtr
235	235	Inlet pipe 150 mm		25	Mtr
236	236	Outlet pipe 150 mm		25	Mtr
237	237	Overflow pipe 150 mm		25	Mtr
238	238	At Saiwad (1 No)
239	239	250 KL capacity , 18 Mtr Staging
240	240	Wash out pipe 100 mm		25	Mtr
241	241	Inlet pipe 150 mm		25	Mtr
242	242	Outlet pipe 200 mm		25	Mtr
243	243	Overflow pipe 200 mm		25	Mtr
244	244	At Govindpura Dhabai - Jawanpura Dhabai (2 Nos)
245	245	150 KL capacity , 18 Mtr Staging
246	246	Wash out pipe 100 mm		25	Mtr
247	247	Inlet pipe 150 mm		25	Mtr
248	248	Outlet pipe 150 mm		25	Mtr
249	249	Overflow pipe 150 mm		25	Mtr
250	250	200 KL capacity 18 Mtr Staging
251	251	Wash out pipe 100 mm		25	Mtr
252	252	Inlet pipe 150 mm		25	Mtr
253	253	Outlet pipe 200 mm		25	Mtr
254	254	Overflow pipe 200 mm		25	Mtr
255	255	At Med (1 No)
256	256	200 KL capacity 18 Mtr Staging
257	257	Wash out pipe 100 mm		25	Mtr
258	258	Inlet pipe 150 mm		25	Mtr
259	259	Outlet pipe 200 mm		25	Mtr
260	260	Overflow pipe 200 mm		25	Mtr
261	261	At Sothana (1 No)
262	262	100 KL capacity 18 Mtr Staging
263	263	Wash out pipe 100 mm		25	Mtr
264	264	Inlet pipe 150 mm		25	Mtr
265	265	Outlet pipe 150 mm		25	Mtr
266	266	Overflow pipe 150 mm		25	Mtr
267	267	At Jaisinghpura-Bahadurpura-Surajpura (1Nos)
268	268	150 KL capacity , 18 Mtr Staging
269	269	Wash out pipe 100 mm		25	Mtr
270	270	Inlet pipe 150 mm		25	Mtr
271	271	Outlet pipe 150 mm		25	Mtr
272	272	Overflow pipe 150 mm		25	Mtr
273	273	At Bajrangpura (1 Nos)
274	274	150 KL capacity , 18 Mtr Staging
275	275	Wash out pipe 100 mm		25	Mtr
276	276	Inlet pipe 150 mm		25	Mtr
277	277	Outlet pipe 150 mm		25	Mtr
278	278	Overflow pipe 150 mm		25	Mtr
279	279	At Pragpura (1 Nos)
280	280	200 KL capacity , 18 Mtr Staging
281	281	Wash out pipe 100 mm		25	Mtr
282	282	Inlet pipe 150 mm		25	Mtr
283	283	Outlet pipe 150 mm		25	Mtr
284	284	Overflow pipe 150 mm		25	Mtr
285	285	At Bhankari (1 Nos)
286	286	200 KL capacity , 18 Mtr Staging
287	287	Wash out pipe 100 mm		25	Mtr
288	288	Inlet pipe 150 mm		25	Mtr
289	289	Outlet pipe 150 mm		25	Mtr
290	290	Overflow pipe 150 mm		25	Mtr
291	291	At Badnagar (1 Nos)
292	292	300 KL capacity , 18 Mtr Staging
293	293	Wash out pipe 100 mm		25	Mtr
294	294	Inlet pipe 150 mm		25	Mtr
295	295	Outlet pipe 200 mm		25	Mtr
296	296	Overflow pipe 200 mm		25	Mtr
297	297	At Rajnota (1 Nos)
298	298	200 KL capacity , 18 Mtr Staging
299	299	Wash out pipe 100 mm		25	Mtr
300	300	Inlet pipe 150 mm		25	Mtr
301	301	Outlet pipe 150 mm		25	Mtr
302	302	Overflow pipe 150 mm		25	Mtr
303	303	At Theekariya (1 Nos)
304	304	300 KL capacity , 18 Mtr Staging
305	305	Wash out pipe 100 mm		25	Mtr
306	306	Inlet pipe 150 mm		25	Mtr
307	307	Outlet pipe 200 mm		25	Mtr
308	308	Overflow pipe 200 mm		25	Mtr
309	309	At Mandha (1 Nos)
310	310	150 KL capacity , 18 Mtr Staging
311	311	Wash out pipe 100 mm		25	Mtr
312	312	Inlet pipe 150 mm		25	Mtr
313	313	Outlet pipe 150 mm		25	Mtr
314	314	Overflow pipe 150 mm		25	Mtr
315	315	At Shivnagar (1 Nos)
316	316	150 KL capacity , 18 Mtr Staging
317	317	Wash out pipe 100 mm		25	Mtr
318	318	Inlet pipe 150 mm		25	Mtr
319	319	Outlet pipe 150 mm		25	Mtr
320	320	Overflow pipe 150 mm		25	Mtr
321	321	At Paota (1 Nos)
322	322	150 KL capacity , 18 Mtr Staging
323	323	Wash out pipe 100 mm		25	Mtr
324	324	Inlet pipe 150 mm		25	Mtr
325	325	Outlet pipe 150 mm		25	Mtr
326	326	Overflow pipe 150 mm		25	Mtr
327	327	At Khelna (1 Nos)
328	328	400 KL capacity , 18 Mtr Staging
329	329	Wash out pipe 100 mm		25	Mtr
330	330	Inlet pipe 250 mm		25	Mtr
331	331	Outlet pipe 250 mm		25	Mtr
332	332	Overflow pipe 250 mm		25	Mtr
333	333	At Lada Ka Bas (1 Nos)
334	334	250 KL capacity , 18 Mtr Staging
335	335	Wash out pipe 100 mm		25	Mtr
336	336	Inlet pipe 150 mm		25	Mtr
337	337	Outlet pipe 200 mm		25	Mtr
338	338	Overflow pipe 200 mm		25	Mtr
339	339	At Chobala Dada Ka Bas (2 Nos)
340	340	100 KL capacity 18 Mtr Staging
341	341	Wash out pipe 100 mm		25	Mtr
342	342	Inlet pipe 100 mm		25	Mtr
343	343	Outlet pipe 150 mm		25	Mtr
344	344	Overflow pipe 150 mm		25	Mtr
345	345	250 KL capacity , 18 Mtr Staging
346	346	Wash out pipe 100 mm		25	Mtr
347	347	Inlet pipe 150 mm		25	Mtr
348	348	Outlet pipe 200 mm		25	Mtr
349	349	Overflow pipe 200 mm		25	Mtr
350	350	Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
351	351	At Inlet of OHSRs
352	352	100 mm		4	Each
353	353	150 mm		16	Each
354	354	200 mm		4	Each
355	355	250 mm		4	Each
356	356	At Outlet of OHSRs
357	357	100 mm		4	Each
358	358	150 mm		30	Each
359	359	200 mm		8	Each
360	360	250 mm		4	Each
361	361	At Overflow of OHSRs
362	362	100 mm		4	Each
363	363	150 mm		10	Each
364	364	200 mm		2	Each
365	365	250 mm		2	Each
366	366	At Washout of OHSRs
367	367	100 mm		21	Each
368	368	At Inlet of CWRs/GLSR
369	369	100 mm		25	Each
370	370	150 mm		10	Each
371	371	200 mm		2	Each
372	372	At Outlet of CWRs/GLSR
373	373	150 mm		30	Each
374	374	200 mm		6	Each
375	375	At Overflow of CWRs/GLSR
376	376	150 mm		18	Each
377	377	At Washout of CWRs/GLSR
378	378	100 mm		22	Each
379	379	Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work).
380	380	A/S Tee , Bend, Reducer (All End Socketed)
381	381	Upto 300 mm Diameter		1000	Kg
382	382	Double Flange Pipe (upto 1 mtr. length)
383	383	Upto 300 mm Diameter		1000	Kg
384	384	Provision of Civil Works and PUMP House
385	385	Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee.
386	386	Centrifugal Monoblock Pump set (Single Stage)
387	387	Govindpura Dhabai Jwanpura Dhabai HW pump of capacity 45 m Head, 10 LPS discharge (7.5 KW/10HP) Four ( 2 working + 2 Standby) in nos.		4	Each
388	388	Beelwari HW pump of capacity 45 m Head, 5 LPS discharge (7.5 KW/10HP) Two ( 1 working + 1 Standby) in nos.		2	Each
389	389	Teori HW pump of capacity 40 m Head, 6.67 LPS discharge (7.5 KW/10HP) Two ( 1 working + 1 Standby) in nos.		2	Each
390	390	Bajrangpura HW pump of capacity 30 m Head, 7.45 LPS discharge (5.5 KW/7.50HP) Two ( 1 working + 1 Standby) in nos.		2	Each
391	391	Pragpura HW pump of capacity 40 m Head, 6.67 LPS discharge (7.5 KW/10HP) Three ( 2working + 1 Standby) in nos.		3	Each
392	392	Bhankari HW pump of capacity 40 m Head, 6.67 LPS discharge (9.3 KW/12.50HP) Two (2working + 1 Standby) in nos.		2	Each
393	393	Badnagar HW pump of capacity 40 m Head, 6.67 LPS discharge (9.3 KW/12.50HP) Two (2working + 1 Standby) in nos.		2	Each
394	394	Rajnota HW pump of capacity 40 m Head, 6.67 LPS discharge (7.5 KW/10HP) Two ( 1 working + 1 Standby) in nos.		2	Each
395	395	Theekariya HW pump of capacity 40 m Head, 6.67 LPS discharge (7.5 KW/10HP) Three ( 2 working + 1 Standby) in nos.		3	Each
396	396	Mandha HW pump of capacity 30 m Head, 7.45 LPS discharge (5.5 KW/7.50HP) Two ( 1 working + 1 Standby) in nos.		2	Each
397	397	Mandha HW pump of capacity 40 m Head, 6.67 LPS discharge (7.5 KW/10HP) Two ( 1 working + 1 Standby) in nos.		2	Each
398	398	Tulsipura Gudha HW pump of capacity 40 m Head, 6.67 LPS discharge (7.5 KW/10HP) Three ( 2 working + 1 Standby) in nos.		3	Each
399	399	Paota HW pump of capacity 40 m Head, 6.67 LPS discharge (9.3 KW/12.50HP) Two (2working + 1 Standby) in nos.		2	Each
400	400	Paota HW pump of capacity 30 m Head, 7.45 LPS discharge (5.5 KW/7.50HP) Four ( 2 working + 2 Standby) in nos.		4	Each
401	401	Khelna HW pump of capacity 40 m Head, 6.67 LPS discharge (9.3 KW/12.50HP) Two (2working + 1 Standby) in nos.		2	Each
402	402	Lada Ka Bas HW pump of capacity 40 m Head, 7.45 LPS discharge (5.5 KW/7.50HP) Two ( 1 working + 1 Standby) in nos.		2	Each
403	403	Chobala Dada Ka Bas HW pump of capacity 40 m Head, 15.45 LPS discharge (11.25KW/15HP) Two ( 1 working + 1 Standby) in nos.		2	Each
404	404	Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. (Pump House Internal)
405	405	3 core 10.0 Sq.mm		960	Mtr
406	406	Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. (JVVNL to Pump House)
407	407	16.0 Sq.mm, 4 core		960	Mtr
408	408	Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. \n		20	Each
409	409	DOL STARTER 7.5HP - (1W+ 1S): \n I/C - MCB 40A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 9696mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 9696mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2)		5	Each
410	410	SITC STAR DELTA Starter type LT Panel of following rating: all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge.\n
411	411	STAR DELTA STARTER 10.0 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 9696mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 9696mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2)		11	Each
412	412	STAR DELTA STARTER 12.5 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 9696mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 9696mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \nO/G- MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2)		4	Each
413	413	STAR DELTA STARTER 15.0 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 9696mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 9696mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \n O/G- MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2)		1	Each
414	414	Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
415	415	80 MM		100	Each
416	416	100 MM		50	Each
417	417	150 MM		10	Each
418	418	Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.
419	419	Class PN 1.0
420	420	100 mm dia		86	Each
421	421	150 mm dia		10	Each
422	422	Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer.
423	423	0 to 10.0 kg/cm²		42	Each
424	424	Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
425	425	MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)		16000	Kg
426	426	Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect.
427	427	At Beelwari 4mX6m		24	sqm
428	428	At Teori 4mX6m		24	sqm
429	429	At Bajrangpura 4mX6m		24	sqm
430	430	At Jwanpura Dhabai Govindpura Dhabai 5mX3m		15	sqm
431	431	At Badnagar 4mX6M		24	sqm
432	432	At Theekariya 4mX6M		24	sqm
433	433	At Mandha (4mX6m)x 2Nos		48	sqm
434	434	At Tulsipura Gudha 4mX6M		24	sqm
435	435	At Paota (4mX6m)x 2Nos		48	sqm
436	436	At Khelna 4mX6M		24	sqm
437	437	At Lada Ka Bas 4mX6M		24	sqm
438	438	At Chobala Dada Ka Bas 4mX6M		24	sqm
439	439	Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.
440	440	At Teori		120	RMT
441	441	At Bajrangpura		90	RMT
442	442	At Jwanpura Dhabai Govindpura Dhaba		100	RMT
443	443	At Beelwaari		100	RMT
444	444	At Badnagar		100	RMT
445	445	At Theekariya		100	RMT
446	446	At Mandha		100	RMT
447	447	At Tulsipura Gudha		100	RMT
448	448	At Paota		250	RMT
449	449	At Khelna		84	RMT
450	450	At Lada Ka Bas		120	RMT
451	451	At Chobala Dada Ka Bas		60	RMT
452	452	Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints.		4000	Kg
453	453	Provision of Water harvesting system
454	454	Only at Bhojawas-Sitopsinghpura,Bajarangpura, Panchudala.
455	455	Earth work in excavation in foundation trenches or drain including dressing of sides and ramming of bottom, lift upto 1.5 Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Mtr : All kind of soil.		30	P.Cum
456	456	Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.		2	P.Cum
457	457	Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level. 1:2:4(1Cement :2 Course Sand :4 Graded stone aggregate 20 mm nominal size		4	P.Cum
458	458	Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand)		10	P.Cum
459	459	Centering & shuttering with plywood or steel sheets including\nstrutting, propping bracing both ways with steel props and removal\nof formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders,\ncantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.		26	P.Sqm
460	460	Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Cold twisted deformed bars (IS : 1786).		40	P. Kg.
461	461	Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness, Diameter 900 mm		12	Rm
462	462	Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids
463	463	Size 9 to 12 mm		3	Cum
464	464	Size 3 to 5 mm		3	Cum
465	465	Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth up to 0.5 M		6	Each
466	466	P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .)\napproved quality /make including joining the pipe with\nsolvent cement rubber ring and lubricant.
467	467	Size - 75 mm Dia.		175	Mtr
468	468	Size - 110 mm Dia.		60	Mtr
469	469	Provision of Household Connection
470	470	Providing service connection as per technical specification and standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. Of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm (151 make) , gunmetal NRV (ISI make), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 CM below ground level, except in cases of concrete/bituminous roads where minimum depth shall be 20 cm.\nFor detailed specifications of MDPE pipes please refer section \"Technical Specifications\" of bid document. General specifications of MDPE pipes shall be as under:\nThe raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with with minimum required strength of 8 Kg/sq.cm.\nThe raw material shall be Food grade quality pressure rating shall be 12.5 Bar.\nThe pipes shall bear ISO marking.
471	471	Average length up to 05 mtr 20 mm dia MDPE pipe and 02 mtr 15mm GI pipe Class B		16472	Each

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Work Of Augmentation Of Various Rural Water Supply Schemeto Provide Fhtc Including One Year Defect Liability Period Of Various Svs And Mvs Under Jjm In The Jurisdiction Of Phed Sub Division Viratnagar , Jaipur, Ace Phed Region Iind Jaipur-Rajasthan

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Work Of Augmentation Of Various Rural Water Supply Schemeto Provide Fhtc Including One Year Defect Liability Period Of Various Svs And Mvs Under Jjm In The Jurisdiction Of Phed Sub Division Viratnagar , Jaipur, Ace Phed Region Iind Jaipur-Rajasthan

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