Tender For Rural Piped Water Supply Scheme Of Balgadiya For Jhariya Vihar Vishtapit Colony In Baliyapur Block Under D.W. & Division No.2, Dhanbad, Dhanbad-Jharkhand

TDR : 55073232

Tender Notice
BOQ

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Dhanbad , Jharkhand

Tender Brief : Tender For Rural Piped Water Supply Scheme Of Balgadiya For Jhariya Vihar Vishtapit Colony In Baliyapur Block Under D.W. & Division No.2, Dhanbad

Document Fees
₹ 10000 /-

EMD
₹ 5754000.0 /-

Tender Value
₹ 57.53 Crore /-

Submission Date
30-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	WATER TREATMENT PLANT
2	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labours and necessary equipment for designing & construction of Conventional WTP of 10.00 MLD capacity. With all complete job. (Please refer to Section 5, Sl. 2.3 of SBD)
3	Elevated Service Reservoir / UGR / SUMP
4	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and equipment for designing & construction of ESR all complete job. (Please refer to Section 5, Sl. 2.8 of SBD)
5	PHASE - 3 Capacity 1,30,000 Litres, Staging height - 20 M
6	PHASE - 4 Capacity 2,20,000 Litres, Staging height - 20 M
7	ZONE - 5 Capacity 2,90,000 Litres, Staging height - 10 M
8	Intake Well With Pump House 10.0 M dia.
9	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5, Sl. 2.1 of SBD)
10	Earthwork in excavation of foundation trenches of toe wall, spillway , head regulator, outlet , intake well etc. as per designed section in all kind of soil including moorum soil , soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I.
11	Initial Lift
12	1st Lift
13	2nd Lift
14	3rd Lift
15	Earthwork in excavation of foundation trenches of toe wall,spillway,head regulator,outlet,intake well etc. as per designed section in ordinary rock or soft rock (vide classification of soil item-C)with disposal of soil (beyond 50m from the edge of the trenches) with initiol lead of 1.5m as per specification and direction of E/I. (soft rock where blasting as required and approved by the concerned Chief Engineer.)
16	3rd Lift
17	4th Lift
18	Earthwork in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in Hard rock where blasting is needed and stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in the country side) with initial lead of 150 m & initial lift of 1.5 m as per as per specification and direction of E/I. (Excavated Hard rock should not be more than 150 lb)
19	5th Lift
20	6th Lift
21	7th Lift
22	8th Lift
23	9th Lift
24	10th Lift
25	11th Lift
26	Providing and laying P.C.C or R.C.C. M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean course sand F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge. Foundation
27	Providing and laying in situ Cement concrete of trap/ granite/quartzite/gneiss metal for RCC work in foundation like raft, grillage,strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing,etc, complete. (By weigh batching and mix design for M-300.(excluding M.S. or Tor) In RCC M-300 in Foundation
28	Providing and costing in situ cement concrete of trap/ granite /quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering,sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc complete (excluding the cost of reinforcement)For RCC M-300 grade Slabs/Landings/Vertical Walls /Waist Slabs/Steps for Staircase in Foundation staine wall of Intake Well:
29	Providing and casting in situ cement concrete of trap/ granite /quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, centering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc.complete (by weigh bacthing and mix design for M-250 only. excluding the cost of reinforcement. For RCC M-250 grade Floor Slab Beam & pump house roof slab (2 No. for floor slab)
30	Providing and costing in situ cement concrete of trap/ granite /quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete (by weigh bacthing and mix design for M-150 only.(excluding the cost of reinforcement. For RCC M-250 grade Slabs/Landings /Vertical Walls/Waist Slabs/Steps / Staircase - For Floor Slab;
31	Providing RCC M 200 with nominal mix (1:1.5:3) in columns with approved quality of sone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screaning, suttering mixing cement concrete in mixer and placing in position, vibraction, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per specification and direction. columns up to Roof level
32	Providing RCC M-200 with nominal mix (1:1.5:3) in band at lintel level with approved quality of sone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screaning, suttering mixing cement concrete in mixer and placing in position, vibraction, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per specification and direction E/I. Band at lintel level
33	Providing RCC M 200 with nominal mix (1:1:5:3) in roof slab of all types with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of FM,2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.Pump House Roof
34	Providing 63 mm average thick RCC M-150 with nominal mix of (1:2:4) in chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 ncluding, taking drip course in concrete screening ,centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, 6 mm thick cement plaster (1:4) in ceiling and sides of chhajja with sand of FM 1.5, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. Over Doors & Windows
35	Providing TMT reinforcement (TOR steel) 12 mm as per pproved design drawing, removal of rust cutting, bending, binding including supplying an nealed wire placing MS rods in position all complete job as per specification and direction of E/I.
36	Providing designation 75 A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening of materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
37	Supplying, fitting and fixing fully glazed steel doors, windows or ventilations of standard rolled \\"Z\\" and mullion steel sections and size as per IS-1038 joints met and welded with 100 x 16 x 3 mm M.S. lugs fixed in cement concrete (1:2:4) blocks of 15 x 10 x 10 cm size including cost of oxidized iron fittings, with hinges, handle per steps, catch springs, 3 mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs with 20 mm long 6.3 mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint, carriage to work site hoisting and placing in position in all storeys and taxes all compelete as per building specification and direction of E/I.
38	Supplying fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2 mm at 100 mm. Centers and braced with M.S. flat diagonals 20 x 3 mm with top & Bottom rails of T-iron 40 x 40 x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts locking arrangement stoppers handles including applying a priming coat of red lead paint, carriage hoisting and taxes all complete as per building specification and direction of E/I.
39	Providing 12 mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I.
40	Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5% cico or any other water proofing compound including screening curing, with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
41	Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of FM 1.5 including screening, curing with all leads and lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
42	Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plasterded surface smooth with sand paper, scaffolding,curing and taxes all complete as per building specification and direction of E/I.
43	Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plasterded surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.
44	Providing R.S. Joist ISMB 350 x 140 mm size fitting and fixing in position including cutting to required in shape and size, its carriage applying a primer coat of red lead paint etc all complete as per building specification and direction of E/I. (Two no. for base and one no. to pulling up of Pump)
45	Two nos. for Base of pump i.e. ground floor
46	One nos. below roof i.e. first floor
47	Providing & Fixing G.I.Pipe Railing having 1.0 m height consisting 50 x 50 x 6 mm thick M.S.Angles as verticals at 1.5 m c/c, and additional poles at every corner with three rows of 25 mm dia G.I.pipes of medium class variety as horizontal & painting three coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour,transporting bends to urved shape, etc.complete.
48	Providing and fixing in position M S Sluice Gate including cost of all materials, labour, operating pedestal, connecting rod painting with three coats of anti corrosive paint etc. all complete.
49	Providing & fixing in position CI/MS rose piece in Intake well including cost of all materials and labour, painting with three coats of anti corrosive oil paint etc. all complete.
50	Supplying materials and labour for fixing 20 mm dia M.S. bar steps in stening wall of 0.30 m intrenal and staggered in (1:2:4) cement concrete including scaffolding and curing etc.all complete as per specifiction and Direction of E/I.
51	Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .
52	Cement 10 KM lead
53	Steel 10 KM lead
54	Sand 36 KM lead
55	Bricks 6 KM lead
56	Stone/Stone Chips 11 KM lead
57	Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Providing all labours and equipment for designing & CONSTRUCTION OF 3.50 M WIDE AND 220 M LONG APPROACH BRIDGE (GANGWAY) FROM INTAKE TO WTP and PARKING AREA-3.50 mtr x 40 Mtr (pl.refer to Sec- 5 Sl.no. 2.2 of SBD for technical specification)
58	Earthwork in excavation of foundation trenches of toe wall,spillway,head regulator,outlet,intake well etc. as per designed section in all kind of soil including moorum soil,soil mixed with kankar,pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I.
59	Initial Lift
60	1st Lift
61	For Parking Area
62	Initial Lift
63	1st Lift
64	Earthwork in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in ordinary rock or soft Rock (vide classification of soil item-C) with disposal ofsoil (beyond 50m from the edge of the trenches) with initiol lead of 1.5m as per specification and direction of E/I. (soft rock where blasting as required and approved by the concerned Chief Engineer.
65	2nd Lift
66	For Parking Area
67	2nd Lift
68	Earthwork in excavation of foundation trenches of toe wall,spillway,head regulator,outlet,intake well etc.as per designed section in Hard rock where blasting is needed and stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in the country side ) with initial lead of 150 m & initial lift of 1.5 m as per as per specification and direction of E/I. (Excavated Hard rock should not be more than 150 lb)
69	3rd Lift
70	For Parking Area
71	3rd Lift
72	Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building specification and direction of E/I.
73	For Gangway
74	For Parking Area
75	Providing and laying in situ Cement concrete of trap/ granite/quartzite/gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 (excluding M.S. or Tor In RCC M - 300) Raft Foundation & Beam.
76	For Gangway
77	For Parking Area
78	Providing and casting in situ Cement concrete of trap/ granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering,plywood form work, bully/steel propups, compaction,finishing and curing, etc, complete. (By weigh batching and mix design for M-250 (excluding M.S. or Tor In RCC M - 300) RCC Column
79	Providing and casting in situ Cement concrete of trap/ granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M - 250 (excluding M.S. or Tor In RCC M - 250) For Bracing
80	Providing and casting in situ Cement concrete of trap/ granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 (excluding M.S. or Tor In RCC M-250) In Gangway floor beam
81	In Gangway floor beam
82	In Gangway floor beam for Parking Area
83	Furnishing and placing Reinforced/prestressed cement concrete in super structure as per drawing and technical specification.(by weigh bacthing and mix design for M-250 only.(excluding the cost of reinforcement. For RCC M-250 grade Slabs/Landings/Vertical Walls/ Waist Slabs/Steps / Staircase - for gangway slab
84	Providing tor steel reinforcement of 8 mm or above mm.dia bar as per approved design and drawing excluding carriage of bar to work site,cutting ,bending,and binding with annealed wire with cost of wire,removal of rust,placing the rods in position all complete as per Specification and direction of E/I.(TMT Fe-500 only valid for SAIL & TATA Steel)
85	Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification & direction of E/I.
86	Providing 6 mm thick cement plaster (1:4) in ceililng with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification & direction of E/I.
87	Providing & Fixing G.I.Pipe Railing having 1.0 m height consisting 50 x 50 x 6 mm thick M.S.Angles as verticals at 1.5 m c/c, and additional poles at every corner with three rows of 25 mm dia G.I.pipes of medium class variety as horizontal &painting three coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to urved shape, etc. complete.
88	Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .
89	Cement 10 KM lead
90	Steel 10 KM lead
91	Sand 36 KM lead
92	Stone/Stone Chips 11 KM lead
93	RAW WATER PUMPING MACHINERY & ELECTRICAL WORK AT INTAKE WELL
94	Supply, installation, testing and commissioning of Vertical turbine pump sets with allied equipment as under-
95	Supplying , erecting and commissioning of Vertical turbine pump sets (make: Kirloskar /WPIL/ Mather & Platt) as per IS 1710, capable of discharging 3450 LPM against a head of 182 m, consisting of bowl assemblies, bronze impellers, column assembly, stainless steel pump shaft, line shaft, etc. with all accessories coupled with energy efficient (IE3) squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make: Kirloskar / ABB/BHEL /Marathon/ CGL] all complete with required size of sluice valve and non- return valve, standard fitting, strainers, foot valve, reducer, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)
96	Therefore(2W + 2S) Pumps Have been taken (Discharge-3450 LPM,Head- 182 M)
97	Main Power Distribution Panel cum MCP for Raw Water to be installed at Intake Well Pump House:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable gage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 800A copper busbar, 1 no. incoming feeder of 1200A MCCB, 4 nos. outgoing feeder of 400A for pumps sets,1 no. 400A MCCB outgoing Spare feeder, 2 no. 32A MCB feeder for lighting and utility, switch disconnected isolator (TPN) rated (800A-415V), selector switches,Volt-meters, Ampere-meters, indicator lamps etc. All complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor control, etc. all complete as per site requirement, Instruction of E/I. and IE rules.
98	Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ONOFF push buttons, with necessary material and connected to supply, etc. complete.
99	Power wiring with required 400 Sq mm 3.5 core 1.1KV grade armoured Aluminum Cables,XLPE/PVC insulated armoured cable from Transformer to MCP at Raw Water Pump House. Laying, jointing and making proper terminations,etc. all complete.
100	Power wiring with required 120 Sq mm 3 core 1.1KV grade armoured Copper cables, XLPE/PVC insulated armoured cable from Power distribution Panel (MCP) to Motors, including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete.
101	Earthing: Providing, erecting and commissioning of earthing as per IS 3043 with all equipments & materials for each motors.
102	Providing , erecting and commissioning of 5 ton Single Girder Hand Operated Circular / Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc. complete.
103	Providing, erecting and commissioning of internal and external lighting by doing wiring and installing lumenaries e.g. suitable wattage of LED light fittings in Pump house, gangeway etc. all complete as per requirement.
104	Supplying , erecting and commissioning of 700 KVA, (11/0.433 KV) distribution transformer with off load tap changer & T-oil, including DP structure with all accessories for Raw Water Pumping Plant at Intake Well as per relevant IS code. With all accessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 11 KV Pin/Disc insulators, AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JSEB as per their sanctioned estimate ]
105	CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORK AT WTP
106	Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under
107	Providing , erecting and commissioning of Multi stage/HSC Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for discharging -6900 LPM against a head of 30 m , consisting of bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make: Kirloskar /ABB/ BHEL/CGL/ Marathon] all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)
108	Therefore(1W + 1S) Pumps Have been taken (Discharge-6900 LPM,Head- 30 M.)
109	Main Power Distribution Panel cum MCP for Clear Water to be installed at WTP:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size ,dust and vermin proof and painted consisting of proper power distribution 4 pole 800A copper busbar, 1 no. incoming feeder of 800A MCCB, 4 nos. 315 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 2 nos. 100 A & 63 A MCCB for WTP. & other Utilities, 2 nos. 32 A MCB for lighting feeder, switch disconnected isolator (TPN), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor .improvement for pump sets and other equipments, etc. all complete as per site requirement, Instruction of E/I. and IE rules.
110	Providing, erecting and commissioning of assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ON/OFF push buttons, with necessary material and connected to supply, etc. all complete.
111	Power wiring with required 400 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete.
112	Power wiring with required 95 Sq mm 3.0 core 1.1KV grade unarmoured Aluminium Cables, XLPE/PVC insulated unarmoured cable from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations, etc. all complete.
113	Earthing: Providing, erecting and commissioning of earthing as per IS 3043 with all equipments & materials for each motors.
114	Supplying, installation & commissioning of Lightening arrestor for Pump house, fire fighting system, first aid, Rubber matting, etc. for WTP.
115	Providing , erecting and commissioning of 5 ton Single GirderHand Operated Circular / Rectangular Travelling Cranewith 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overloadincluding arrangement for longitudinal travel / circulartravel and cross travel with wheel, hand chain, etc. complete.
116	Twin Type Staff Quarter - 1 Unit (Please refer to Section 5, Sl. 2.7 of SBD)
117	E/W in Excavation in foundation trenches in ordinary soil (Vide classification of soil Item -A) & disposal of excavatd earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approved design.
118	Providing, coarse clean sand in filling in foudation trenches /in Plinth including ramming & watering in layers not exceeding 150 mm thick with all leads lift including cost of all materilas, labour, royalty & taxes all complete as per building specification & direction of E/I
119	Providing designation 75 A one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I
120	Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with appoved quantity of stone metal (50 mm 25 mm dia size)graded & clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing taxes & royalty all complete as per building specification & direction of E/I
121	Providing designation 75 A brick work in C.M. (1:6) in foundation 7 Plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints, Cost of screening, materials, Scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I
122	Providing 50 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to3 including screening, shuttering mixing cement concrete in mixer with 5% cico or any other approved water proffing compound and placing in position, vibrating, striing, curing, taxes & royalty all complete as per building specification & direction of E/I
123	Providing designation 75 A brick work in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing10 mm thick motar joints, cost of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I
124	Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building specification of (E/I.
125	Centering & Shuttering
126	Providing average 63 mm thick R.C.C M - 200 with nominal mix (1:2:4) chajja in shelves with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip course in concrete, screening, centering shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in celling & sides of chajja with sand of F.M 1.5, Curing (But excluding the cost of reinforcement) taxes and royalty all complete as per building specification of E/I
127	Centering & Shuttering
128	Centering & Shuttering
129	Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & Clean coarse sand F.M 2.5 to including making drip course in cocrete, screening, concreting, shuttering, centring mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building Specification & direction of the E/I
130	Centering & Shuttering
131	Supplying fitting & fixing good quality, well dressed & well seasoned sal wood work in choukhat in doors, windows, skylights, fan light and C/W celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of E/I
132	Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and diection of E/I @6 for each door & 4 for each window Total Quantity -(2x3x6+2x4x4)=68 nos
133	Supplying all materials, labours and fitting & fixing 38 mm (1.5) thick good quality seasoned sal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles, sliding door bolts, tower bolts, handles or ings hooks and eye, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of Engineer -in- charge
134	Supplying, fittings & fixing M.S Gril made of 20 x 6 mm M.S flat as per approved design & drawing properly fabricated with joints continous filllet welded and finshed smooth, carriage of grill to work site hoisting as per the building specification and direction of E/I (where materials is not supplied by the Deptt.)
135	Providing 40 mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4) in jali with approved quality to stone chips of 6mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, Scaffolding and finishing all complete as per building specification and direction E/I
136	Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet
137	Supplying, fitting and Fixing M.S Grill gate made of 20 x 6 mm M.S or 16 mm M.S raurbar Flat fitted on 25 mm x 25 mm x 6mm M.S angle frame of size 60 x 60 x 6 as per approved design including cost of fabrication & drawing, properly fabricated with joints continuous fillet welded & finished smooth, providing necessary locking arrangements with Haskell & dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paints over steel works, taxes , carriage of grill to work site, as per the building specification & direction of E/I (where materials is not supplied by the Dept)
138	Providing 6 mm thick cement plaster (1:4) in celling with approved quality of clean coarse sand of F.M 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I
139	Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening Curing with all leads & lifts of water, Scaffolding, taxes 7 royalty all complete as per building specification & direction of E/I.
140	Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6\\" (150 mm) high a side room and out side wall upto plinth level includng screening, curing with all leads & lifts of water, scaffolding, taxes and royalty all complete as per building specification & direction of E/I
141	Filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I (Mode of measurement compacted volume)
142	Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & direction of E/I.
143	Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all complete as per building specification & direction of E/I
144	Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening ,raking out joints to 15 mm depth, curing taxes, royalty all complete as per building specification and direction (E/I)
145	Providing one coat of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of E/I.
146	Colour washing two coats over a coat of white wash over new surface with appropriate quality of lime in approv-ed shade including cost of cleaning surface throughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding,washing of floors and taxes all complete as per building specification and direction of E/I.
147	Providing two coats of painting with ready mix paint synthetic enamel paint over a coat of primer of approved shad and make over new wooden surface after cleaning, removing dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I
148	Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing rust, dirt, scales, smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I
149	Providing 2 (two) coats of Paniting with ready mixed paints of approved shade & make over steel surafce including cleaning the surface thouroughly, scaffolding & taxes all complete as per building specification & direction of E/I
150	Providing Tor steel reinforcement of 10 mm, 12 mm & 16 mm. dia bars as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
151	Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete .
152	Cement 10 KM lead
153	Steel 10 KM lead
154	Sand 36 KM lead
155	Bricks 06 KM lead
156	Stone/Stone Chips 11 KM lead
157	Water Supply Sanitation Installation (Plumbing work)
158	Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I.
159	i) 25mm GI. Pipe.
160	ii) 15 mm GI. Pipe.
161	Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I.
162	i) 15 mm GI. Pipe
163	Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I.
164	Supplying and fixing GI fittings of approved make all complete as per direction of E/I.
165	(a) Elbow 15 mm dia
166	(b) Tee plane 15mm dia
167	(c) Nipple 15mm dia.
168	(d) Union Socket 25mm dia
169	(e) Union Socket 15mm dia
170	(f) Brass bib cock 15mm dia
171	(g) C.I stop cock 15mm dia
172	(h) C.I. stop cock 25mm dia
173	(i) Reducing Socket 25x15mm
174	(j) Tee 25x25x15mm dia
175	Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVC System).
176	SEPTIC TANK and SOAK PIT
177	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
178	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I.
179	Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I.
180	Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course sand of FM-2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
181	Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I.
182	(a) 19 mm thick
183	(b) 12 mm thick
184	Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I.
185	(a) B/W in C.M (1:4)
186	(b) B/W 75-B in (1:6) for Soak pit
187	(c) Brick work in dry masonry for soak pit.
188	Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I.
189	Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.
190	11 mm dia
191	Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.
192	(a) 100mm dia H.C.I. Tee.
193	(b) 100mm dia H.C.I. Band
194	(c) 50mm dia H.C.I. Cowel
195	(d) 50mm dia H.C.I. Vent pipe
196	(e) 100mm H.C.I. Pipe
197	Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.
198	Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete.
199	Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.
200	Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475mm G.I. Cover With frame (Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I
201	Carriages of materials
202	(a) Brick – 06 KM lead
203	(b) Sand - 36 KM lead
204	(c) Stone chips - 11 KM lead
205	(d) Steel - 10 KM lead
206	(d) Cement- 10 KM lead
207	Electrical Works
208	Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required
209	Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required.
210	Wiring for light /power plug point with 2 x 4 sqmm F.R.PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required.
211	Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required.
212	2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring
213	2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring
214	Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars, neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb/rccb/Isolator) (4+12) double door horizontal type.
215	Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting, testing, and commissioning etc as required
216	Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal, salt all complete as per electrical rule
217	Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required
218	PVC con 20 mm PVC pipe
219	PVC con 25 mm PVC pipe
220	Installation commissioning and testing Ceiling Fan
221	Carriage of ceiling fan and regulator
222	Supplying, fitting and fixing 5 amp ceiling rose on the existing junction
223	Supplying, fitting and fixing breas batten/ angle holder including connection etc.
224	Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.
225	Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required.
226	Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required.
227	Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required.TV antenna socket out put.
228	Supplying, fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.
229	Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600 mm x 600 mm x 6 mm thick copper earth plate and 8 SWG copper wire including cost of making 1.2 x 1.2 x 3m deep pit and filling with charcoal, salt all complete as per electrical rule
230	Compound Wall/ Boundry Wall for WTP. (954.6 M Long)
231	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job. (Please refer to Section 5,Sl. 2.9 of SBD)
232	Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I
233	Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I.
234	Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
235	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20 mm to 6 mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
236	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
237	Centering & Shuttering
238	Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including curing carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.
239	Centering & Shuttering
240	Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall
241	Centering & Shuttering
242	Providing RCC M-200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall
243	Centering & Shuttering
244	Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
245	Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I.
246	Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification & direction of E/I. Qnty. Same as Item no.13
247	Providing Tor steel reinforcement of 10 mm,12 mm, &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site, cutting, bending and binding with annealed wire with cost of wire ,removal of rust, Placing the rods in position all complete as per building specification and direction of E/I.
248	Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.
249	Gate - 4 nos.
250	Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I
251	Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I.
252	Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
253	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
254	Centering & Shuttering
255	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
256	Centering & Shuttering
257	Providing RCC M-200 with nominal mix of (1:1.5:3) in column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.
258	Centering & Shuttering
259	Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.Top of Wall
260	Centering & Shuttering
261	Providing Tor steel reinforcement of 10 mm, 12 mm & 16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site, cutting ,bending and binding with annealed wire with cost of wire, removal of rust, Placing the rods in position all complete as per building specification and direction of E/I.
262	Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.
263	Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25 x 25 x 6 mm M.S. angle frame of size 60 x 60 x 6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
264	Providing two coat of painting with ready mixed paint of approved shade and make over steel surface
265	Carriages of materials
266	(a) Brick – 06 KM lead
267	(b) Sand - 36 KM lead
268	(c) Stone chips - 11 KM lead
269	(d) Steel - 10 KM lead
270	(e) Cement- 10 KM lead
271	Raw Water Rising main.
272	Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading Unloading etc stacking including inspection charges and all taxes all complete.
273	DI K-9, Dia 400 mm.
274	Supplying Labours Tools and Tackles for Testing of Lead CI or UPVC or HDPE or AC or DI pressure Pipe upto 60 m head of water all complete as per specification direction EI (Water to be supplied free of cost departmentally)
275	DI K-9, Dia 400 mm.
276	Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores /site, loading, unloading including all taxes ,etc.complete as per I.S.9523@ 2%
277	Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete.(without by-pass Arrangement-P.N-1.6)(With E.D)
278	DI K-9, Dia 400 mm.
279	Providing and supplying air valves Kinetic Double oriffice Type as per IS - 10845-2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (central and local), railway freight, inspection charges, unloading from railway wagons, loading into truck,transportation transportati on up to departmental stores/site unloading and stacking etc. complete.
280	100 mm Air Valve
281	Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B
282	Excavation in soil item-B
283	Earth Work in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (10 M away from the edge of the trenches with initial lead of 150M and initial lift of 1.5m as per specification and direction of E/I. (in ordinary or soft rock where blasting is not required)
284	Supplying labours ,tools,tackles lubricant etc for laying and jointing DI/ C.I.S/S Tyton pipes (class LA) trenche supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident ,all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S. 3114-1985)as per design, specification and direction of E./I.(without gasket)
285	DI K-9, Dia 400 mm.
286	Lowering,laying and fixing in proper alignment and position all types of C.I.air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work,cost of all material and giving satisfactory hydraulic testing etc.complete.(for all class of valves).
287	100 mm dia. (Single Ball PN - 1.6)
288	Supplying Labourand tools for fixing C.I.sluice valve in trenches with a pair of C.I.Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983) including drilling holes in flanges if required as per specification and direction of E/I.(Sluice Valve and Pieces to be Supplied Departmentally Free of Cost)
289	DI K-9, Dia 400 mm. (S.V. + N.R. Valve)
290	Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge (for classification of Soil item A & B).
291	Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.50 M.x 1.20 M. x 1.80 M. inner size having 25 cm. thick 75 A brick masonry wall in C.M. (1:6), over 150 mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12 mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150 mm. thick with 20 mm. to 6 mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
292	Construction of B.W.masonry valve chamber of size 1.20x0.90 x1.50 mt.as per enclosed annexure.(upto 250 mm dia)
293	Supply all materials & construction of Thrust Block where required.(above-300 mm & upto 400 mm )
294	Clear Water Rising main.
295	Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS:8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading Unloading etc stacking including inspection charges and all taxes all complete.F.O.R. at Jharkhand Site.
296	DI K-9 ,Dia 100 mm
297	DI K-9 ,Dia 150 mm
298	DI K-9 ,Dia 200 mm
299	DI K-9 ,Dia 250 mm
300	DI K-9 ,Dia 300 mm
301	DI K-9 ,Dia 350 mm
302	DI K-9 ,Dia 400 mm
303	Supplying Labours Tools and Tackles for Testing of Lead CI or UPVC or HDPE or AC or DI pressure Pipe upto 60 m head of water all complete as per specification direction EI (Water to be supplied free of cost departmentally)
304	DI K-9 ,Dia 100 mm
305	DI K-9 ,Dia 150 mm
306	DI K-9 ,Dia 200 mm
307	DI K-9 ,Dia 250 mm
308	DI K-9 ,Dia 300 mm
309	DI K-9 ,Dia 350 mm
310	DI K-9 ,Dia 400 mm
311	Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores /site, loading, unloading including all taxes,etc.complete as per I.S.9523.
312	Providing Double Flanged Sluice valve confirming for IS 2906 /14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc.complete.(without by-pass Arrangement-P.N-1.6)(With E.D)
313	Sluice valve
314	DI K-9 ,Dia 100 mm
315	DI K-9 ,Dia 150 mm
316	DI K-9 ,Dia 200 mm
317	DI K-9 ,Dia 250 mm
318	DI K-9 ,Dia 300 mm
319	DI K-9 ,Dia 350 mm
320	DI K-9 ,Dia 400 mm
321	Scour valve
322	Providing and supplying air valves as per IS -10845-2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (central and local), railway freight,inspection charges,unloading from railway wagons,loading into truck,transportation transportati on up to departmental stores/site unloading and stacking etc. complete.Single Ball Flendge-P.N.-1.6 (KBL/IVI/IVC)
323	25 mm Air Valve
324	40 mm Air Valve
325	Providing and supplying air valves as per IS -10845-2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (central and local),railway freight,inspection charges,unloading from railway wagons, loading into truck,transportation transportati on up to departmental stores/site unloading and stacking etc. complete.Double Ball Flendge-P.N.-1.6
326	80 mm Dia.
327	100 mm Dia.
328	Earth Work in excavation (As per I.S.3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B
329	Excavation in soil item-B
330	Earth Work in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (10 M away from the edge of the trenches with initial lead of 150M and initial lift of 1.5m as per specification and direction of E/I. (in ordinary or soft rock where blasting is not required)
331	Supplying labours ,tools,tackles lubricant etc for laying and jointing DI/ C.I.S/S Tyton pipes (class LA) trenche supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident,all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985)as per design,specification and direction of E./I.(without gasket)
332	DI K-9 ,Dia 100 mm
333	DI K-9 ,Dia 150 mm
334	DI K-9 ,Dia 200 mm
335	DI K-9 ,Dia 250 mm
336	DI K-9 ,Dia 300 mm
337	DI K-9 ,Dia 350 mm
338	DI K-9 ,Dia 400 mm
339	Labour charge for one cutting of C.I/ D.I and specials including suppying supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.
340	DI K-9 ,Dia 100 mm
341	DI K-9 ,Dia 150 mm
342	DI K-9 ,Dia 200 mm
343	DI K-9 ,Dia 250 mm
344	DI K-9 ,Dia 300 mm
345	DI K-9 ,Dia 350 mm
346	DI K-9 ,Dia 400 mm
347	Lowering,laying and fixing in proper alignment and position all types of C.I.air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work,cost of all material and giving satisfactory hydraulic testing etc.complete.(for all class of valves).
348	25 mm dia. (Single Ball PN - 1.6)
349	40 mm dia. (Single Ball PN - 1.6)
350	Lowering,laying and fixing in proper alignment and position all types of C.I.air valves as directed by Engineer–in–charge including cost of conveyance from store to site of work,cost of all material and giving satisfactory hydraulic testing etc.complete.(for all class of valves).(Double Ball PN - 1.6)
351	80 mm Dia.
352	100 mm Dia.
353	Supplying Labourand tools for fixing C.I.sluice valve in trenches with a pair of C.I.Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978,yarn confirming to I.S.S. 6587–1972 and nuts and bolts confirming to I.S.S.1364 –1983) including drilling holes in flanges if required as per specification and direction of E/I.(Sluice Valve and Pieces to be Supplied Departmentally Free of Cost)
354	Sluice valve
355	DI - K9 Dia 100 mm
356	DI - K9 Dia 150 mm
357	DI - K9 Dia 200 mm
358	DI - K9 Dia 250 mm
359	DI - K9 Dia 300 mm
360	DI - K9 Dia 350 mm
361	DI - K9 Dia 400 mm
362	Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge (for classification of Soil item A & B).
363	Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.50 M.x 1.20 M. x 1.80 M. inner size having 25 cm. thick 75 A brick masonry wall in C.M. (1:6), over 150 mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12 mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150 mm. thick with 20 mm. to 6 mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
364	Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20 M.x 0.90 M. x 1.50 M. inner size having 25 cm. thick 75 A brick masonry wall in C.M. (1:6), over 150 mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12 mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150 mm. thick with 20 mm. to 6 mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
365	Providing P.C.C. M-150 with nominal mix of (1:3:6) in foundation with approved quality stone metal (20 mm to 6 mm Size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer -in charge
366	A) Thrust Block
367	Supply all materials & construction of Thrust Block where required.(above-300 mm & upto 400 mm )
368	Supply all materials & construction of Thrust Block where required.( upto 250 mm )
369	DISTRIBUTION NETWORK
370	Earthwork in excavation (as per I.S. 3114/1965 for laying of different type and sizes of pipe so as to give one meter avarage cover over the socket of pipes with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge.
371	Excavation in soil item-B
372	Earth Work in excavation of foundation trenches as per design section in ordinary soft rock ( Vide classification of soil item-C ) and disposal of excavated materials so obtained ( 50N away from the edge of the trenches ) with initial lead of 150 M and initial lift of 1.5 m as per specification and direction of E/I in ordinary of soft rock (where blasting is not reqired )
373	Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge
374	Pucca Road (Except black top only taken out material to be used)
375	Waterbound Macadam road(taken out material will be used) for cutting as per requirement of the restoring work
376	Dismantaling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of unservisible materials with all leads complete as per direction of E/I
377	Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of store chips 20 mm-6 mm size graded and clean coarsed sand of FM 2.5 to 3.0 including screeing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty alll complete as per building specification and directio of E/I.
378	Earthwork in backfilling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-charge.
379	Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS 8329 /2000 in standard lengths of class K-7 suitable for push on joint ( Rubber gasket jointing) with cement mortar lining on inside surface and out side zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading Unloading etc. Including inspection charges and all complete.
380	DI K-7, Dia 100 mm.
381	DI K-7, Dia 150 mm.
382	DI K-7, Dia 200 mm.
383	Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12.
384	For 100 mm to 250 mm
385	Supplying labours, tools and tackles for testing of laid CI pressure pipe upto 60m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmently)
386	DI K-7, Dia 100 mm.
387	DI K-7, Dia 150 mm.
388	DI K-7, Dia 200 mm.
389	Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA)/D.I. trenches without rubber gasket (Rubber gasket making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design, specification and direction of E/I.
390	DI K-7, Dia 100 mm.
391	DI K-7, Dia 150 mm.
392	DI K-7, Dia 200 mm.
393	Labour Charge for one cutting of cast iron/DI pipe & specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.
394	DI K-7, Dia 100 mm.
395	DI K-7, Dia 150 mm.
396	DI K-7, Dia 200 mm.
397	Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrange-ments as per test pressure stainless steel splindle / caps etc. complete. (Sluice and scour valve) (P.N.-1.0)
398	Sluice Valve
399	Dia 100 mm.
400	Dia 150 mm.
401	Dia 200 mm.
402	Scour Valve
403	Dia 100 mm.
404	Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete with Erection .Removable mechanism type Bulk water meter as per ISO 4064.
405	150 mm dia
406	200 mm dia
407	Supplying labour and tools for fixing C.I. sluice valve in trenches with pair of C.I. Tail piece including making laed caulked joints and flanged joint as per I.S.S. specification including supplying all jointing material (pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolt confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I.
408	Sluice Valve
409	Dia 100 mm.
410	Dia 150 mm.
411	Dia 200 mm.
412	Scour Valve
413	Dia 100 mm.
414	Carriages of materials
415	(a) Sand - 36 KM lead
416	(b) Stone chips - 11 KM lead
417	(c) Cement- 10 KM lead
418	Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20 M.x 0.90 M. x 1.50 M. inner size having 25 cm. thick 75 A brick masonry wall in C.M. (1:6), over 150 mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12 mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150 mm. thick with 20 mm. to 6 mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
419	Sub Estimate of N.H./Railway Crossing
420	Manufacturing providing and supplying spiraly welded / ERW / SAW / Fabricated M.S. Pipes (Commercial Quantity) including procurements of Plates. Gas cutting to required size rolling tack welding assembling in suitable lenghths to form pipes, welding on automatic welding machine and forming 'v' edge on both ends of pipe including all taxes (Central and Local), railway freight, Insurance unloading form railway wagon, loading into truck transport to stores / site,unloading,stacking etc.complete as per IS - 3589 and IS - 5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
421	A) For 400 mm dia Rising Main DI pipe -650 mm dia 10 mm thk (For Casing -Clear Space between both pipe 100 mm) (2 Nos.) (60 M Each)
422	Installation of product pipe by Auger Boring Method including making of entry and exit pits all related civil like excavation shoring shuterring etc. shielded excavation through auger boring process lowering of pipe segment in the jaking pit laying and jointing of product pipeline through jaking process from the jaking pit and restoration of pipe after project completion as per the instruction of Engineer in charge all complete except the cast of the pipe average cover 1.5m depth below GL.
423	Above 500 mm to 1000 mm in Hard soil
424	Providing and applying primer first coat of inferol 49 W emaline 05/ 58 pipe cost or any other equivelent approved pain to the internal surface of pipe line at sight.Section-I-(XV)-FABRICATION OF M.S.PIPES AND SPECIALS,Page No.-282 MJP -2023-24
425	A) For 650 mm 160 m X 3.142 X 0.65 X 2 surfaces
426	First Coat
427	Second Coat
428	Approch Road , 320 M Length
429	Construction of embankment with approved meterial obtained from borrow pits with a lift 1.5 M transporting to site spreading,grading to required slope and compacting to meet requirement of to tables 300.1 and 300.2 with a lead upto 1000 M as per technical specification 301.5.
430	(A) By mix in place method construction of granual sub base by providing well graded material, spreading in layer with mortar grade on prepared surface, mixing by mix in place method with rotavater at OMC, and compecting with smooth wheel roller to achiver the desired dencity, complete as per technical specification clouse 401,
431	Construction of un-reinforced dowel joints at expaction and construction joint only plain cement concrete pavement thickness as per design over a with shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clouse 1501.2.2 M-30 (grade) coarse not exceeding 25 mm mixed in concrete mixer of not less than 0.2 cum capacity and appropenate weigth bacher using approved mixed design laid in approved fixed side fromwork (steel channal laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the fromwork as per drawing), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in contaction and empanction contraction jointing appling debonding strips primer sealant dowel bars near approches to bridge/culvert and contraction joints admixtures as approved curring of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clouse 1501.
432	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weigth as per table-1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clouse 1301.
433	Carriages of materials
434	(a) Sand - 36 KM lead
435	(b) Stone chips - 11 KM lead
436	(c) Cement- 10 KM lead
437	Coffer Dam
438	Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling , the middle portion with B. C.soil (in gunny bags if required). Providing impervious/semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.
439	a) For Gangway
440	b) For Intake well
441	Dewatering the excavated trenches and pools of water in the building trenches/ pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel etc. complete)
442	a) For Gangway
443	b) For Intake well
444	House Connection for 17250 nos. Consumer.
445	Earth work in excavation (as per I.S. 3114/ 1965 for laying of different types and sizes of pipes so as to give 1 m av. cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/l. (For soil item A)
446	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l. (Mode of measurement complacted volume).
447	Providing 75A one brick flat soling
448	Provinding P.C.C M-150 with in norminal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including, screening, shuttering, mixing cement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specifiaction and direction of E/I.
449	Earth work in back fillingthe trenches after laying of different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I. (For soil item A & B)
450	Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.
451	Providing and supplying blue MDPE pipes confirming to ISO 4427:1996 manufactured from vergin resin PE 80 food grade compounded raw material having blue colour only assurance certificate from quality agencies like WRC / CIPET ( India) / DVGM / KIWA / SPGN etc. for usage in drinking water with quality system. The cost shall including cost all taxes, inspection charges transprotaion to work site and earth work involved, all complete job as per specification and direction of E/I. 20 mm dia pipe.
452	Providing and supplying G.I. pipes (Tata and equivalent make) for usage in drinking water with quality system, The cost shall include testing of all materials all taxes central, State, Municipal, Inspection charges transportation up to site transite insurance, loading, unloading, stacking etc. complete as specified and directed.
453	Lowering laying and jointing HDPE / MDPE pipe in proper position including all specials by Compression fitting / Electrofusion and But fusion jointing procedure including hydraulic testing as er relevent IS Code complete with all materials for jointing procedure like Electro-fusion machine, Electric mirrior/ heater/But fusion welding machine with hydraulic testing and all labours as directed by engineer in charge as per IS-7634 part II
454	Supplying labour and tools for fixing G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketted joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/l. (Pipe with socket to be supplied deparmentally free of cost).
455	Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dia ferrule weight not less than 425 gram
456	Providing and fixing gun metal full way valve of approved quality all complete as per specification and direction of E/ (a) 20 mm dia and weight not less than 400 gram.
457	Providing and fixing 15 mm Dia male ended C.I Body Brass Spindle valve and seat bib cock of approved quality (Wt.not Less than 400 gms.) with extra socket all complete as per specification and Direction of E/I.
458	Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I
459	Elbow 20 mm
460	Elbow 15 mm
461	Reducing Socket 20 mm
462	Nipple 20 mm
463	Nipple 15 mm
464	Union Socket 20 mm
465	Socket 15mm
466	Socket 20 mm
467	Carriages of materials
468	(a) Brick – 06 KM lead
469	(b) Sand - 36 KM lead
470	(c) Stone chips - 11 KM lead
471	(d) Cement- 10 KM lead
472	Estimate of pedestal (3.00 m ht & 400 mm dia Raw Water Rising Main)
473	Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I
474	Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-C) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I
475	Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I.
476	Providing and laying R.C.C. M-200 with nominal mix of (1:1.5:3) in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 including screening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6)
477	Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I.
478	Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W.
479	Carriages of materials
480	(b) Sand - 36 KM lead
481	(c) Stone chips - 11 KM lead
482	(d) Steel - 10 KM lead
483	(d) Cement- 10 KM lead
484	Operation & Maintenance for Five years
485	O/M work with Labour component & Materials for 1st Year
486	As per SBD Section - 5 Clouse 9.10
487	O/M work with Labour component & Materials for 2nd Year
488	As per SBD Section - 5 Clouse 9.10
489	O/M work with Labour component & Materials for 3rd Year
490	As per SBD Section - 5 Clouse 9.10
491	O/M work with Labour component & Materials for 4th Year
492	As per SBD Section - 5 Clouse 9.10
493	O/M work with Labour component & Materials for 5th Year
494	As per SBD Section - 5 Clouse 9.10
495	Add GST- (CGST-9% + SGST-9%)18%
496	Add Labour cess - 1% Please Enable Macros to View BoQ information

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Tender For Rural Piped Water Supply Scheme Of Balgadiya For Jhariya Vihar Vishtapit Colony In Baliyapur Block Under D.W. & Division No.2, Dhanbad, Dhanbad-Jharkhand

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Tender For Rural Piped Water Supply Scheme Of Balgadiya For Jhariya Vihar Vishtapit Colony In Baliyapur Block Under D.W. & Division No.2, Dhanbad, Dhanbad-Jharkhand

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