Providing, Laying, Jointing, Testing And Commissioning Of Di/Hdpe Pipe Line, Construction & Commissioning Of 200 Mm Dia. Tube Well, Rcc Cwr And Ohsr, Pump House With Allied Civil And Mechanical Works And Providing Fhtcs Along Defect Liability With O&M For, Gajipur Khawada-Rajasthan

TDR : 26386521

Tender Notice
BOQ

Expired

Gajipur Khawada , Rajasthan

Tender Brief : Providing, Laying, Jointing, Testing And Commissioning Of Di/Hdpe Pipe Line, Construction & Commissioning Of 200 Mm Dia. Tube Well, Rcc Cwr And Ohsr, Pump House With Allied Civil And Mechanical Works And Providing Fhtcs Along Defect Liability With O&M For

Document Fees
₹ 5000 /-

EMD
Refer document

Tender Value
Refer document

Submission Date
05-01-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work:Providing, laying, Jointing, testing and commissioning of DI/HDPE pipe line, Construction & Commissioning of 200 mm dia. Tube Well, RCC CWR and OHSR, Pump House with allied civil and mechanical works and Providing FHTCs along Defect Liability with O&M for 1 year Under Jal Jeevan Mission at Regional Rural Water supply scheme Gajipur Khawada, Division Mahwa, Dist. Dausa
1	1	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.	BI01010001010000000000000515BI0100001112
2	2	Nominal bore 200 mm dia.	BI01010001010000000000000515BI0100001113	400	Mtr
3	3	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\n(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.	BI01010001010000000000000515BI0100001114
4	4	Nominal bore 200 mm dia.	BI01010001010000000000000515BI0100001115	200	Mtr
5	5	Add 15% extra on above item for drilling depth beyond 150 mtr, If depth of Tube well is more than\n150 mtr.	BI01010001010000000000000515BI0100001116	200	Mtr
6	6	Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per\namended up to date.	BI01010001010000000000000515BI0100001117	4	Each
7	7	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of\nfollowing sizes	BI01010001010000000000000515BI0100001118
8	8	200 mm dia NB (Thickness of pipe 5.4mm & mass\nof tube 28.46 Kg/m)	BI01010001010000000000000515BI0100001119	404	Mtr
9	9	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\nIS:8110-1985.	BI01010001010000000000000515BI0100001120
10	10	200 mm dia nominal bore of 5.4mm thickness	BI01010001010000000000000515BI0100001121	72	Mtr
11	11	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.	BI01010001010000000000000515BI0100001122	80	Mtr
12	12	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\napproved 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.	BI01010001010000000000000515BI0100001123
13	13	9.3 KW (12.5 HP) & head up to 120 mtr.	BI01010001010000000000000515BI0100001124	74.4	KW
14	14	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.\nPanel 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.	BI01010001010000000000000515BI0100001125
15	15	Above 10 HP and up to 15 HP	BI01010001010000000000000515BI0100001126	4	Each
16	16	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.	BI01010001010000000000000515BI0100001127
17	17	3 core 6.0 Sq.mm	BI01010001010000000000000515BI0100001128	1000	Mtr
18	18	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.	BI01010001010000000000000515BI0100001129
19	19	16.0 Sq.mm, 4 core	BI01010001010000000000000515BI0100001130	80	Mtr
20	20	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.\nG.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\nC.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.	BI01010001010000000000000515BI0100001131	4	Each
21	21	Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the\nriser pipe assembly of submersible pump set.	BI01010001010000000000000515BI0100001132	4	Each
22	22	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.	BI01010001010000000000000515BI0100001133
23	23	200 mm dia	BI01010001010000000000000515BI0100001134	4	Each
24	24	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.	BI01010001010000000000000515BI0100001135
25	25	50 mm dia	BI01010001010000000000000515BI0100001136	500	Mtr
26	26	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.	BI01010001010000000000000515BI0100001137
27	27	50 mm dia	BI01010001010000000000000515BI0100001138	4	Each
28	28	Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.	BI01010001010000000000000515BI0100001139	4	Each
29	29	Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes	BI01010001010000000000000515BI0100001140
30	30	80 mm dia	BI01010001010000000000000515BI0100001141	4	Each
31	31	Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of\napproved make, on pump delivery pipe.	BI01010001010000000000000515BI0100001142	4	Each
32	32	Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per\nspecification with safety cover.	BI01010001010000000000000515BI0100001143	4	Each
33	33	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut- Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick .\nSuitable 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.\nNote: Rates are exclusive of tail piece/ dismantling\njoints and earth work.	BI01010001010000000000000515BI0100001144
34	34	Manually Operated CI Sluice valve of Class PN-1.0	BI01010001010000000000000515BI0100001145
35	35	80 mm HW	BI01010001010000000000000515BI0100001146	4	Each
36	36	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\ntechnical specifications and direction of Engineer-in-	BI01010001010000000000000515BI0100001147
37	37	HDPE PE-80 PN-6	BI01010001010000000000000515BI0100001148
38	38	75 mm dia	BI01010001010000000000000515BI0100001149	7921	RMT
39	39	90 mm dia	BI01010001010000000000000515BI0100001150	980	RMT
40	40	110 mm dia	BI01010001010000000000000515BI0100001151	296	RMT
41	41	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.	BI01010001010000000000000515BI0100001152
42	42	HDPE PE-80 PN-6	BI01010001010000000000000515BI0100001153
43	43	125 mm dia	BI01010001010000000000000515BI0100001154	727	RMT
44	44	140 mm dia	BI01010001010000000000000515BI0100001155	207	RMT
45	45	160 mm dia	BI01010001010000000000000515BI0100001156	330	RMT
46	46	180 mm dia	BI01010001010000000000000515BI0100001157	55	RMT
47	47	200 mm dia	BI01010001010000000000000515BI0100001158	401	RMT
48	48	225 mm dia	BI01010001010000000000000515BI0100001159	13	RMT
49	49	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\nper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.	BI01010001010000000000000515BI0100001160
50	50	250 mm	BI01010001010000000000000515BI0100001161	25	RMT
51	51	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\nmtr.	BI01010001010000000000000515BI0100001162
52	52	In all type of soil	BI01010001010000000000000515BI0100001163
53	53	For HDPE pipe line dia up to 110 mm	BI01010001010000000000000515BI0100001164	9197	RMT
54	54	For dia of pipe up to 150 mm nominal, for HDPE pipe\ndia above 110 & up to 140 mm.	BI01010001010000000000000515BI0100001165	934	RMT
55	55	For dia of pipe above 150 mm and up to 350 mm\nnominal.	BI01010001010000000000000515BI0100001166	824	RMT
56	56	Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10% for each layer of 100 mm thick road cut i.e. 20% for 200 mm thick and\nso on.	BI01010001010000000000000515BI0100001167	817620	Cum
57	57	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.	BI01010001010000000000000515BI0100001168	747.821	Cum
58	58	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.	BI01010001010000000000000515BI0100001169
59	59	Bituminous courses	BI01010001010000000000000515BI0100001170	53.416	Cum
60	60	Granular courses	BI01010001010000000000000515BI0100001171	53.416	Cum
61	61	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.\nMeasurement 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\nspecification and scope of work.	BI01010001010000000000000515BI0100001172	512.792	CUM
62	62	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.\nMeasurement 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.	BI01010001010000000000000515BI0100001173
63	63	M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size).	BI01010001010000000000000515BI0100001174	341.861	CUM
64	64	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\nearth work) .	BI01010001010000000000000515BI0100001175
65	65	HDPE PE-80 PN-10	BI01010001010000000000000515BI0100001176
66	66	90 mm dia	BI01010001010000000000000515BI0100001177	1400	RMT
67	67	110 mm dia	BI01010001010000000000000515BI0100001178	2400	RMT
68	68	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.	BI01010001010000000000000515BI0100001179
69	69	140 mm dia	BI01010001010000000000000515BI0100001180	1100	RMT
70	70	160 mm dia	BI01010001010000000000000515BI0100001181	250	RMT
71	71	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\nlead up to 50 mtr.	BI01010001010000000000000515BI0100001182
72	72	In all type of soil	BI01010001010000000000000515BI0100001183
73	73	For HDPE pipe line dia up to 110 mm	BI01010001010000000000000515BI0100001184	3800	RMT
74	74	For dia of pipe up to 150 mm nominal, for HDPE pipe dia\nabove 110 & up to 140 mm.	BI01010001010000000000000515BI0100001185	1100	RMT
75	75	For dia of pipe above 150 mm and up to 350 mm nominal.	BI01010001010000000000000515BI0100001186	250	RMT
76	76	Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10% for each layer of 100 mm thick road cut\ni.e. 20% for 200 mm thick and so on.	BI01010001010000000000000515BI0100001187	349620	Cum
77	77	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.	BI01010001010000000000000515BI0100001188	266.125	Cum
78	78	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.	BI01010001010000000000000515BI0100001189
79	79	Bituminous courses	BI01010001010000000000000515BI0100001190	53.225	Cum
80	80	Granular courses	BI01010001010000000000000515BI0100001191	53.225	Cum
81	81	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.	BI01010001010000000000000515BI0100001192	223.649	CUM
82	82	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\nwork.	BI01010001010000000000000515BI0100001193
83	83	M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size).	BI01010001010000000000000515BI0100001194	149.03	CUM
84	84	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 .	BI01010001010000000000000515BI0100001195
85	85	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.	BI01010001010000000000000515BI0100001196
86	86	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:	BI01010001010000000000000515BI0100001197
87	87	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.	BI01010001010000000000000515BI0100001198
88	88	Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter.	BI01010001010000000000000515BI0100001199
89	89	450 KL capacity	BI01010001010000000000000515BI0100001200	450000	Litre
90	90	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.	BI01010001010000000000000515BI0100001201
91	91	Notes	BI01010001010000000000000515BI0100001202
92	92	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.	BI01010001010000000000000515BI0100001203
93	93	Rates for RCC Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II .	BI01010001010000000000000515BI0100001204
94	94	150 KL capacity	BI01010001010000000000000515BI0100001205	150000	Litre
95	95	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.	BI01010001010000000000000515BI0100001206
96	96	150 mm	BI01010001010000000000000515BI0100001207	54	Mtr
97	97	200 mm	BI01010001010000000000000515BI0100001208	30	Mtr
98	98	250 mm	BI01010001010000000000000515BI0100001209	24	Mtr
99	99	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\n: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.	BI01010001010000000000000515BI0100001210
100	100	Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6	BI01010001010000000000000515BI0100001211
101	101	150 mm dia	BI01010001010000000000000515BI0100001212	2	Each
102	102	250 mm dia	BI01010001010000000000000515BI0100001213	2	Each
103	103	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\nspecification complete work in all respect.	BI01010001010000000000000515BI0100001214	24	sqm
104	104	Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete\nwork in all respect.	BI01010001010000000000000515BI0100001215	200	RMT
105	105	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\npaints.	BI01010001010000000000000515BI0100001216	400	Kg
106	106	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\nA.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.	BI01010001010000000000000515BI0100001217
107	107	Centrifugal Monoblock Pump set (Single Stage)	BI01010001010000000000000515BI0100001218
108	108	12.5 HP	BI01010001010000000000000515BI0100001219	2	Each
109	109	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.	BI01010001010000000000000515BI0100001220
110	110	STAR DELTA STARTER 12.5 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) ,\nAnalog 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\nLights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)\nand\nO/G- MCB 40A ,TP, 10 KA, C Curve (2),\nPower 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\nSwitch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2)	BI01010001010000000000000515BI0100001221	1	Each
111	111	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.	BI01010001010000000000000515BI0100001222
112	112	MS pipe specials upto 600mm dia (with\nminimum 5mm thickness sheet)	BI01010001010000000000000515BI0100001223	500	Kg
113	113	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304\n,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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.\nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.	BI01010001010000000000000515BI0100001224
114	114	Manually Operated CI Sluice valve of Class PN-1.0	BI01010001010000000000000515BI0100001225
115	115	100 mm HW	BI01010001010000000000000515BI0100001226	6	Each
116	116	125 mm HW	BI01010001010000000000000515BI0100001227	1	Each
117	117	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\n,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.	BI01010001010000000000000515BI0100001228
118	118	Class PN 1.0	BI01010001010000000000000515BI0100001229
119	119	100 mm dia	BI01010001010000000000000515BI0100001230	2	Each
120	120	Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6	BI01010001010000000000000515BI0100001231
121	121	100 mm dia.	BI01010001010000000000000515BI0100001232	5	Each
122	122	125 mm dia.	BI01010001010000000000000515BI0100001233	1	Each
123	123	SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly- urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy\n: ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry\n: M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.\nNote: Rates are exclusive of tail piece / dismantling joints and earth work.	BI01010001010000000000000515BI0100001234
124	124	EFM100 mm	BI01010001010000000000000515BI0100001235	1	Each
125	125	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\nsafety cover.	BI01010001010000000000000515BI0100001236	2	Each
126	126	Provision for house hold connections FHTC 931 Nos	BI01010001010000000000000515BI0100001237	931	Each

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Providing, Laying, Jointing, Testing And Commissioning Of Di/Hdpe Pipe Line, Construction & Commissioning Of 200 Mm Dia. Tube Well, Rcc Cwr And Ohsr, Pump House With Allied Civil And Mechanical Works And Providing Fhtcs Along Defect Liability With O&M For, Gajipur Khawada-Rajasthan

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Providing, Laying, Jointing, Testing And Commissioning Of Di/Hdpe Pipe Line, Construction & Commissioning Of 200 Mm Dia. Tube Well, Rcc Cwr And Ohsr, Pump House With Allied Civil And Mechanical Works And Providing Fhtcs Along Defect Liability With O&M For, Gajipur Khawada-Rajasthan

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