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Detailed Survey, Designing And Drawing, Construction Of R.C.C. Intake Well Cum Pump House, 40 Mtr. Long & 3.50 Mtr. Wide Gangway 2.10 Mld Capacity Unconventional Water Treatment Plant, Rcc Elevated Service Reservoir – 2 Nos., Staff Quarter, Compound Wall,, RANCHI-Jharkhand

Drinking Water And Sanitation Department has published Detailed Survey, Designing And Drawing, Construction Of R.C.C. Intake Well Cum Pump House, 40 Mtr. Long & 3.50 Mtr. Wide Gangway 2.10 Mld Capacity Unconventional Water Treatment Plant, Rcc Elevated Service Reservoir – 2 Nos., Staff Quarter, Compound Wall,. Submission Date for this Tender is 22-01-2021. Centrifugal Pump Tenders in RANCHI Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

26562809
Detailed Survey, Designing And Drawing, Construction Of R.C.C. Intake Well Cum Pump House, 40 Mtr. Long & 3.50 Mtr. Wide Gangway 2.10 Mld Capacity Unconventional Water Treatment Plant, Rcc Elevated Service Reservoir – 2 Nos., Staff Quarter, Compound Wall,
Open Tender
Indian
Jharkhand
RANCHI
22-01-2021

Tender Details

Detailed survey, designing and drawing, Construction of R.C.C. Intake Well cum Pump House, 40 Mtr. Long & 3.50 Mtr. Wide Gangway 2.10 MLD capacity Unconventional Water Treatment Plant, RCC Elevated Service Reservoir – 2 nos., Staff Quarter, Compound wall, Infiltration Gallary, Supplying and laying Raw and Clear Water rising main and Distribution Network, House Connection-3216 nos., Supplying and Installation of VT and Centrifugal pump motor, Five years operation & maintenance with allied works etc. all complete job for Halmad and Adjoining villages Rural Water Supply Scheme under D.W. & S. Division Ranchi East on turnkey basis.

Key Value

Document Fees
INR 10000 /-
EMD
INR 1890000.0 /-
Tender Value
INR 18.89 Crore /-

BOQ Items

Name of Work: Detailed survey, designing and drawing, Construction of R.C.C. Intake Well cum Pump House, 40 Mtr. Long & 3.50 Mtr. Wide Gangway 2.10 MLD capacity Unconventional Water Treatment Plant, RCC Elevated Service Reservoir – 2 nos., Staff Quarter, Compound wall, Infiltration Gallary, Supplying and laying Raw and Clear Water rising main and Distribution Network, House Connection-3216 nos., Supplying and Installation of VT and Centrifugal pump motor, Five years operation & maintenance with allied works etc. all complete job for Halmad and Adjoining villages Rural Water Supply Scheme under D.W. & S. Division Ranchi East on turnkey basis.”
Sl. No. Item Description Item Code / Make Quantity Units
1 1 WATER TREATMENT PLANT BI01010001010000000000000515BI0100001112
2 2 Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Conventional WTP of 2.10 MLD capacity. With all complete job. (Please refer to Section 5,Sl. 2.3 of SBD) BI01010001010000000000000515BI0100001113 1 Job
3 3 Elevated Service Reservoir/ Ground Service Reservoir BI01010001010000000000000515BI0100001114
4 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) BI01010001010000000000000515BI0100001115
5 5 ESR BI01010001010000000000000515BI0100001116
6 6 Zone - 1 : HALMAD ESR\n2.20 Lakh Litre capacity with 13 Meter staging (HALMAD) BI01010001010000000000000515BI0100001117 1 Comp Job
7 7 Zone - 2 : HAKEDAG ESR\n3.30 Lakh Litre capacity with 22 Meter staging (HAKEDAG) BI01010001010000000000000515BI0100001118 1 Comp Job
8 8 Intake Well With Pump House 5.0 M dia. BI01010001010000000000000515BI0100001119
9 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) BI01010001010000000000000515BI0100001120
10 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 & boulders upto 300m size & disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150 M & initial lift of 1.50M as per specification & direction of E/I. BI01010001010000000000000515BI0100001121
11 11 Initial Lift 0 to 1.50 M BI01010001010000000000000515BI0100001122 139.9 cum
12 12 2nd Lift 1.50 to 2.50 M BI01010001010000000000000515BI0100001123 73.1 cum
13 13 3rd Lift 2.50 to 3.00 M BI01010001010000000000000515BI0100001124 31.09 cum
14 14 Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in soft rock where blasting is not needed & wide soil item 'c' with initial lead of 150 m & initial lift of 1.50m as per specification & direction of E/I BI01010001010000000000000515BI0100001125
15 15 3rd Lift 3.00 to 3.50 M BI01010001010000000000000515BI0100001126 28.52 cum
16 16 4th Lift 3.50 to 4.50 M BI01010001010000000000000515BI0100001127 52.14 cum
17 17 5th Lift 4.50 to 5.50 M BI01010001010000000000000515BI0100001128 45.94 cum
18 18 6th Lift 5.50 to 6.10 M BI01010001010000000000000515BI0100001129 24.76 cum
19 19 Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. PCC Grade M15 BI01010001010000000000000515BI0100001130 4.38 cum
20 20 Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. RCC Foundation Grade M30 (Using Concrete Mixture) BI01010001010000000000000515BI0100001131 13.2 cum
21 21 Plain/Reinforced Cement Concrete In Well Foundation Complete As Per Drawing And Technical Specification. Well Steining For RCC M-30 Grade ( Using Concrete Mixture) BI01010001010000000000000515BI0100001132 50.99 cum
22 22 Providing structural steel work in single stanchion composed of RSJ, channel etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bplts etc. as per detailed design amd drawing or as directed by Engineer-in-charge. BI01010001010000000000000515BI0100001133
23 23 450 x 150 mm BI01010001010000000000000515BI0100001134 0.746 P.MT
24 24 200 x 100 mm BI01010001010000000000000515BI0100001135 0.234 P.MT
25 25 100 x 110 mm x 12 mm BI01010001010000000000000515BI0100001136 0.141 P.MT
26 26 Labour for fabricating, erecting, hoisting & fixing in position structural steel work in RS joist, channel, angle, tee, flat, plate, latice member, built up compound section in column, girder, staircase, of truss including cost of gusset plates, holding down bolts, anchor plates at all height & depths, bolting welding (machining wherever necessary) with applying a priming coat of red lead paint all complete as per approved Above Jackwell drawing building specification and direction of E/I. BI01010001010000000000000515BI0100001137 1.121 P.MT
27 27 Furnishing and Placing Reinforcement/ Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification. RCC Grade M25 (Using Concrete Mixture) For T-Beam & Slab BI01010001010000000000000515BI0100001138 12.1 cum
28 28 Furnishing and Placing Reinforcement/ Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification. RCC Grade M25 (Using Concrete Mixture) For RCC Column BI01010001010000000000000515BI0100001139 1.875 cum
29 29 Furnishing and Placing Reinforcement/ Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification. RCC Grade M25 (Using Concrete Mixture) For T-Beam & Slab, Height 5m To 10m Roof Beam, Floor Level Beam. BI01010001010000000000000515BI0100001140 4.24 cum
30 30 Providing tor steel reinforcement of 10 mm dia. As per approved design and drawing excluding carriage of MS rods 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 & direction of E/I. BI01010001010000000000000515BI0100001141 6.962 MT
31 31 Providing designation 75A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification & direction of E/I. BI01010001010000000000000515BI0100001142 12.98 cum
32 32 Supplying & fixing rolling shutters of approved make, made of required sixe M.S.laths interlocking together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside & outside locking with push & pull operation complete includeing cost of providing & fixing necessary 27.5 cm long wire springs grade No.2 & M.S. top cover of required thickness for rolling shutter. BI01010001010000000000000515BI0100001143
33 33 80 X 1.25 mm M.S. lath with 1.25 mm thick top cover. BI01010001010000000000000515BI0100001144 6.25 Sqm.
34 34 Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fan lights and C/W celetial 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. BI01010001010000000000000515BI0100001145 0.1215 cum
35 35 Supplying,fitting & fixing 38 mm thick good quality, well dressed & well seasoned sal wood fully paneled shutters in door & window with 25 mm, thick panels with one side plain & other side champhered with aluminium fittings such as hinges,sliding door bolts tower bolts, handles or rings, hooks & eyes cleats, sand blocks as per schedulle taxes and royalty all complete as per building specification & direction of E/I. BI01010001010000000000000515BI0100001146 3.24 Sqm.
36 36 Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M.1.5 including screening ,curing with all leads & lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (for inside surface) BI01010001010000000000000515BI0100001147 286.56 Sqm.
37 37 Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of FM 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. (for exterior surface) BI01010001010000000000000515BI0100001148 324.13 Sqm.
38 38 Providing two coat of oil bound distemper of approved shade and make over old surface including washing, cleaning & preparing the walls, scaffolding, washing of floors & taxes all complete as per building specification & direction of E/I. BI01010001010000000000000515BI0100001149 286.56 Sqm.
39 39 Provide two coat of snowcem of approved shade & make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding, curing & taxes all complete as per building specification & direction of E/I. BI01010001010000000000000515BI0100001150 324.13 Sqm
40 40 Supplying & laying ( properly as per design and drawing ) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc.but excluding the cost of carriage all complete as per specification & direction of E/I. BI01010001010000000000000515BI0100001151 29.69 cum
41 41 Providing fixing in position M.S. ladder 0.50 M wide consisting of 75X10mm M.S. flats as stringers and 16 mm dia. M.S. bar in double rows as steps placed at 25 cm c/c including cost of material and labour involved ,welding anchoring and applying three coats of anticorrosive paint etc. complete as directed by Engineer-in-charge. BI01010001010000000000000515BI0100001152 17.22 Rmt
42 42 Supplying equipment and labour for back filling the excavated earth around steining well all complete as per specification and direction of E/I. BI01010001010000000000000515BI0100001153 266.02 cum
43 43 Providing & fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end & with conical spike at top, copper tape conductor 20 X 3 mm size, copper earth plate of 3 mm thick & 0.81 Sqm. In area, clamps at 1 M c/c including necessary excavation, laying & fixing the conductor, providing & fixing 40 mm G.I.pipe upto 3M height from ground & 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt etc. & refilling & watering etc. complete as per specification laid down in relevent I.S. codes. BI01010001010000000000000515BI0100001154
44 44 for tape of 10 M length BI01010001010000000000000515BI0100001155 1 Each
45 45 Rebate/ Extra rate per Metre length or part there of over & above initial length of 10 M. BI01010001010000000000000515BI0100001156 15 Rmt
46 46 Providing and fixing GI pipe railing having 1.0 M height consisting 50x50x6 mm thick MS angles as verticals at 1.5 m c/c and additional posts at every corner with 3 rows of 25 mm dia GI pipes of medium class veriety as horizontal and painting 3 coats of oil paint over one coat of anticorrosive paint at approved colour and shade including cost of all labour, transporting bends to curved shape etc. complete BI01010001010000000000000515BI0100001157 21.32 PM
47 47 Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standared working lengths of 4.5, 5.5 & 6.0 M for classification K-7 and K-9 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminious coating rate are ex-factory including transportation, taxes and duties contractor profit and over head charges etc. (Including carriage 250 KM) For intake well arrangement- 200 mm dia. DI K7 BI01010001010000000000000515BI0100001158 3 M
48 48 Providing double flange sluice valve (Size 50 mm to 1200 mm) confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc. complete. (As a Gate valve for incoming water) 200 mm dia. BI01010001010000000000000515BI0100001159 3 Nos.
49 49 Carriage of material from divisional store are kiln side or quality side to work including  contractor profit loading ,unloading transportation are complete. BI01010001010000000000000515BI0100001160
50 50 Cement 25 KM lead BI01010001010000000000000515BI0100001161 53.18 MT
51 51 Steel 25 KM lead BI01010001010000000000000515BI0100001162 6.962 MT
52 52 Sand 10 KM lead BI01010001010000000000000515BI0100001163 42.63 Per M3
53 53 Bricks 15 KM lead BI01010001010000000000000515BI0100001164 4980 Each
54 54 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001165 70.16 Per M3
55 55 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 40 M LONG APPROACH BRIDGE (GANGWAY) FROM INTAKE TO WTP (pl.refer to Sec-5 Sl.no. 2.2 of SBD for technical specification) BI01010001010000000000000515BI0100001166
56 56 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 & boulders upto 300m size & disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150 M & initial lift of 1.50M as per specification & direction of E/I. BI01010001010000000000000515BI0100001167
57 57 Lift 0.00 to 1.50 M BI01010001010000000000000515BI0100001168 331.8 cum
58 58 Lift 1.50 to 2.00 M BI01010001010000000000000515BI0100001169 51.6 cum
59 59 Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. PCC Grade M15 BI01010001010000000000000515BI0100001170 4.95 cum
60 60 Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. RCC Grade M30 (Using Concrete Mixture) RCC Footing BI01010001010000000000000515BI0100001171 12.672 cum
61 61 Furnishing and Placing Reinforcement/ Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification. RCC Grade M30 (Using Concrete Mixture) For Solid Slab Super-Structure, Height upto 5m. RCC Column BI01010001010000000000000515BI0100001172 19.29 cum
62 62 Furnishing and Placing Reinforcement /Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification. RCC Grade M30 (Using Concrete Mixture) For T Beam & Slab, Height upto 5m. RCC M - 250 For Bracing RCC M - 250 For Beam BI01010001010000000000000515BI0100001173 9.16 cum
63 63 Furnishing and Placing Reinforcement/ Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification. RCC Grade M30 (Using Concrete Mixture) For T Beam & Slab, Height upto 5m. Walkway Slab (As per statement) BI01010001010000000000000515BI0100001174 21 cum
64 64 Providing tor steel reinforcement of 10 mm dia. As per approved design and drawing excluding carriage of MS rods 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 & direction of E/I. BI01010001010000000000000515BI0100001175
65 65 For Approach Bridge BI01010001010000000000000515BI0100001176 6.096 MT
66 66 Providing 12mm 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. BI01010001010000000000000515BI0100001177 260.53 M2
67 67 Providing and fixing GI pipe railing having 1.0 M height consisting 50x50x6 mm thick MS angles as verticals at 1.5 m c/c and additional posts at every corner with 3 rows of 25 mm dia GI pipes of medium class veriety as horizontal and painting 3 coats of oil paint over one coat of anticorrosive paint at approved colour and shade including cost of all labour, transporting bends to curved shape etc. complete BI01010001010000000000000515BI0100001178 80 PM
68 68 Provide two coat of snowcem of approved shade & make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding, curing & taxes all complete as per building specification & direction of E/I. BI01010001010000000000000515BI0100001179 260.53 M2
69 69 Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete. BI01010001010000000000000515BI0100001180
70 70 Cement 25 KM lead BI01010001010000000000000515BI0100001181 39.09 MT
71 71 Steel 25 KM lead BI01010001010000000000000515BI0100001182 6.096 MT
72 72 Sand 10 KM lead BI01010001010000000000000515BI0100001183 29.05 Per M3
73 73 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001184 51.48 Per M3
74 74 RAW WATER PUMPING MACHINERY & ELECTRICAL WORK BI01010001010000000000000515BI0100001185
75 75 Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4 of SBD) BI01010001010000000000000515BI0100001186
76 76 Vertical Turbine Pump -: Supplying, installation, testing & commissioning of water lubricated Vertical Turbine Pump conforming IS: 1710/1972, [make: Kirloskar/WPIL/Mather & Platt], single/ multi stage, capable of discharging 23.57 LPS against a head of 30 m consisting of bowl assembly, bronze impellers, stainless steel pump shaft & line shaft, column assemblies of suitable length and thickness of MS fabricated, with strainers, prelubrication tank, Non reverse ratchet coupling, pressure gauge, required size of sluice valve and non-return valve & all accessories. BI01010001010000000000000515BI0100001187
77 77 Induction Motor -: Above mention pump shall be coupled with TEFC 2IE3 squirrel cage induction motor conforming IS:325 and IS:12615 having 20% more BHP than that of pump, operating on 3 Phase, 415V, 50Hz & A.C. Supply with 1500 rpm [make: Kirloskar/ BHEL/ CGL/ABB/GARATHON]. Including cost of construction foundation, bolt & nut, common header, reducer, suction/delivery piping works, etc. required for the job, all complete as per the direction of Engineer-in-charge. BI01010001010000000000000515BI0100001188
78 78 Discharge- 23.57 LPS and Head- 30m (1W+1S) BI01010001010000000000000515BI0100001189 2 Each
79 79 Motor Control Panel: Supplying, installation, testing & commissioning of Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof consisting of proper power distribution 4 pole 100A copper busbar, 1 no. incoming feeder with spare of 100A MCCB, 2 nos. outgoing feeder of 63A MCCB for pumps sets, 1 no. 63A MCCB outgoing Spare feeder, 2 no. 32A & 2 no. 63A MCB feeder for lighting, other electrical utilities and spare, ELCB/RCCB, switch disconnected isolator (TPN) rated (100A-415V), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays, control cables and capacitor banks of proper KVAR for Power Factor control. Panel board shall be duly painted with two coats of super enameled paint of approved colour with one coat of red oxide primer according to Indian standards and instruction of E/I, etc. all complete. [MCCB/MCB make:L&T/ Siemens/ Schneider/ ABB] BI01010001010000000000000515BI0100001190 1 Job
80 80 Starter: Supplying, installation, testing & commissioning of assembled Fully Automatic Star Delta Starter in a provided cubical panel to operate induction motor with no volt coil, over load relay and ON/ OFF push buttons with necessary material and connected to supply etc, all complete (Make :- L&T / Jyoti / Siemens / Schieder/ C&S) BI01010001010000000000000515BI0100001191 2 Sets
81 81 Earthing: Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt as required conforming IS:3043 for each motors and stabilizers. BI01010001010000000000000515BI0100001192 3 Each
82 82 Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. BI01010001010000000000000515BI0100001193 1 Each
83 83 Cable: Power wiring with required 50 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables XLPE/PVC insulated cable from Transformer to Stablizer & Panel (MCP) including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete. BI01010001010000000000000515BI0100001194 150 Per M.
84 84 Cable: Power wiring with required 10 Sq mm 3 core 1.1KV grade armoured Copper cables XLPE/PVC insulated cable from Panel (MCP) to Motors & Staters including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete. BI01010001010000000000000515BI0100001195 60 Per M.
85 85 Stabiliser: Providing, erecting and commissioning 50 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz with copper wound transformer (air cooled). The stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and user's controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporated Over Voltage / Under Voltage Single Phasing Cut off contactor with electronic output sensing unit including change over switch cable, etc. all complete with suitable required accessories. BI01010001010000000000000515BI0100001196 1 Each
86 86 Tansformer Installation: Cost of construction of DP structure in Rail/RSJ Pole for above mention transformer with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse, disc & pin insulator, lightening arrester with earthing, stay sets, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material, technicians, labours, Grouting, PCC work, fencing,Danger board, testing of transformer oil, fitting, fixing, connecting with HT/LT lines, etc. for power supply, etc. all complete as per I.E. rules and specification of Jharkhand state electricity board. BI01010001010000000000000515BI0100001197 1 Job
87 87 Lighting: Providing internal and external lighting by doing wiring and installing lumenaries e.g. suitable Wattage LED light fittings in pump house, gangway, etc. all complete as per requirement at Pump house area. 2 nos. BI01010001010000000000000515BI0100001198 1 Job
88 88 Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, 1 no. change over switch, instruction manual, etc. as per requirement and Indian standards at Pump house. BI01010001010000000000000515BI0100001199 1 Job
89 89 CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORKS AT WTP BI01010001010000000000000515BI0100001200
90 90 Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl. 2.5 of SBD) BI01010001010000000000000515BI0100001201
91 91 Horizontal Split Casing Centrifugal Pump -: Supplying, installation, testing & commissioning of multi stage Horizontal Split Casing Centrifugal Pump conforming IS: 500, [make: Kirloskar/WPIL/Mather & Platt], capable for discharging required flow and head, consisting of bronze impellers, stainless steel pump shaft and line shaft including base plate jointing it with Suction and Delivery line by providing required MS/CI pipes, flanges, reducer and specials, nuts bolts, packings, pressure gauge, standard fittings, etc. required size of sluice valve and non-return valve, base plate & all accessories . BI01010001010000000000000515BI0100001202
92 92 Induction Motor -: Above mention pump shall be coupled with TEFC squirrel cage induction motor conforming IS:325 & IS:12615, having 15% more BHP than that of pump, operating on 3 Phase, 415V, 50Hz with 1500 rpm [make : Kirloskar/ BHEL/ Crompton Greaves/ ABB/ Marathon]. Including cost of construction foundation, bolt & nut, common header, with all suction/delivery piping works required for the job and etc. all complete job. BI01010001010000000000000515BI0100001203
93 93 Discharge- 23.57 LPS and Head- 115 m (1W+1S) BI01010001010000000000000515BI0100001204 2 Each
94 94 Motor Control Panel: Supplying, installation, testing & commissioning of Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof consisting of proper power distribution 4 pole 400A copper busbar, 1 no. incoming feeder of 400A MCCB, 3 nos. outgoing feeder including spare feeder of 200A MCCB for pumps sets, 3 no. 32A MCB & 3 no. 63A MCCB feeder for lighting, other electrical utilities and spare, ELCB/RCCB, switch disconnected isolator (TPN) rated (400A-415V), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays, control cables and capacitor banks of proper KVAR for Power Factor control. Panel board shall be duly painted with two coats of super enameled paint of approved colour with one coat of red oxide primer according to Indian standards and instruction of E/I, etc. all complete. [MCCB/ MCB make:L&T/ Siemens/ Schneider/ ABB] BI01010001010000000000000515BI0100001205 1 Job
95 95 Starter: Supplying, installation, testing & commissioning of assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate induction motor with no volt coil, over load relay and ON/OFF push buttons, with necessary material and connected to supply, etc. all complete. (make :-L&T/Siemens/ Schneider.) BI01010001010000000000000515BI0100001206
96 96 75 HP BI01010001010000000000000515BI0100001207 2 Sets
97 97 Earthing: Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt as required conforming IS:3043 for each motors and stabilizers. BI01010001010000000000000515BI0100001208 3 Each
98 98 Crane: Providing , erecting and commissioning of 3 Ton triple spur gear type chain pulley block suitable for capacity as below with 3m lift complete with load chain and hand chain suitable for required lift, tested to 50% over load as per IS 3832 carrying IS mark. BI01010001010000000000000515BI0100001209 1 Each
99 99 Cable: Power wiring with required 120 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables XLPE/PVC insulated cable from Transformer to Stablizer & Panel (MCP) including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete. BI01010001010000000000000515BI0100001210 200 Per Mtr.
100 100 Cable: Power wiring with required 50 Sq mm 3 core 1.1KV grade armoured Copper cables XLPE/PVC insulated cable from Panel (MCP) to Motors & Staters including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete. BI01010001010000000000000515BI0100001211 60 Per Mtr.
101 101 Stabiliser: Providing, erecting and commissioning 200 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (oil cooled). The stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and user's controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporated Over Voltage / Under Voltage Single Phasing Cut off contactor with electronic output sensing unit including change over switch T-oil, cable, etc. all complete with suitable required accessories. BI01010001010000000000000515BI0100001212 1 Each
102 102 Tansformer Installation: Cost of construction of PCC platform/ foundation with DP structure in PSC Pole for above mention transformer with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse, disc & pin insulator, lightening arrester with earthing, stay sets, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material, technicians, labours, Grouting, PCC work, fencing,Danger board, testing of transformer oil, fitting, fixing, connecting with HT/LT lines, etc. for power supply, etc. all complete as per I.E. rules and specification of Jharkhand state electricity board. BI01010001010000000000000515BI0100001213 1 Each
103 103 Safety Items: Supplying, Installation and erecting of 2 nos. Fire extinguisher, Lightening Arrestor, 1 no. change over switch, emergency light, First aid box, insulation gloves & shoes, tools & tackles, instruction manual, etc. as per requirement and Indian standards at Pump house. BI01010001010000000000000515BI0100001214 1 Job
104 104 Raw & Pure Water Rising main. BI01010001010000000000000515BI0100001215
105 105 Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw & clear water Rising Main (Please refer to Section 5,Sl. 3.0 of SBD) BI01010001010000000000000515BI0100001216
106 106 Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standared working lengths of 4.5, 5.5 and 6.0 M for classification K-7 and K-9 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminious coating rate are ex-factory including transportation, taxes and duties contractor profit and over head charges etc. (Including cost of one No. gasket for each pipe) BI01010001010000000000000515BI0100001217
107 107 1) From IW to WTP,\n 200 mm DI K-9 pipe BI01010001010000000000000515BI0100001218 90 m
108 108 At WTP BI01010001010000000000000515BI0100001219
109 109 2) From WTP to Node 1, \n 200 mm DI K-9 pipe BI01010001010000000000000515BI0100001220 1901 m
110 110 3) From Node 1 to HALMAD ESR, \n 150 mm DI K-9 pipe BI01010001010000000000000515BI0100001221 9330 m
111 111 4) From Node 1 to HAKEDAG ESR, \n 150 mm DI K-9 pipe BI01010001010000000000000515BI0100001222 2140 m
112 112 Carriage of pipe upto 250 km. lead BI01010001010000000000000515BI0100001223
113 113 1) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001224 11470 m
114 114 2) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001225 1991 m
115 115 Providing and supplying D.I. specials and fitting with sealing rubber gasket of SBR complete with cast iron follower gland and M.S nutbolt coated or otherwise protected from rusting and suitable for DI pipes includingcost of labour, materials, and transportation to stores/ site, loading and unloading including all taxes etc. complete as per IS-9523. BI01010001010000000000000515BI0100001226 3772 P.kg.
116 116 Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrengements as per test pressure stainless steel splindle/caps etc. complete. (Sluice and scour valve) BI01010001010000000000000515BI0100001227
117 117 1) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001228 5 Each
118 118 2) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001229 1 Each
119 119 Providing, supplying, Kinetic double orifice type Air valves confirming to IS 14845 as per MJPs standard specification combined with screw down isolating valve, small elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face drilled including al taxes, insurance, third party inspection charges, loading, unloading, transportation upto departmental stores/ site etc. Kinetic Air valve flanged type. PN-1.6 BI01010001010000000000000515BI0100001230
120 120 50 mm dia. BI01010001010000000000000515BI0100001231 14 No.
121 121 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. BI01010001010000000000000515BI0100001232
122 122 Excavation in soil item-A BI01010001010000000000000515BI0100001233 6191.93 cum
123 123 Excavation in soil item-B BI01010001010000000000000515BI0100001234 2063.98 cum
124 124 Earthwork in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 150 m from centre of trench but upto 0.50 km with all lifts by tipper including construction and maintenanceof haul road all complete as per specification & direction of E/I . BI01010001010000000000000515BI0100001235 2063.98 cum
125 125 Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and 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. BI01010001010000000000000515BI0100001236
126 126 1) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001237 11470 m
127 127 2) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001238 1991 m
128 128 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) BI01010001010000000000000515BI0100001239
129 129 1) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001240 11470 m
130 130 2) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001241 1991 m
131 131 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. BI01010001010000000000000515BI0100001242
132 132 1) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001243 5 Each
133 133 2) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001244 1 Each
134 134 Lowering & laying and fixing in proper alignment and position all types of CI air valve as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all materia and giving satisfactory hydraulic testing etc. complete. (for all class of valves) BI01010001010000000000000515BI0100001245
135 135 50mm dia BI01010001010000000000000515BI0100001246 14 Nos.
136 136 Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. 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 150mm. thick with 20mm. to 6mm. 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. BI01010001010000000000000515BI0100001247 20 Nos.
137 137 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 BI01010001010000000000000515BI0100001248
138 138 A) Thrust Block BI01010001010000000000000515BI0100001249
139 139 For 1) 150 mm Dia. DI K-9 Pipe BI01010001010000000000000515BI0100001250 11 Nos.
140 140 For 2) 200 mm Dia. DI K-9 Pipe BI01010001010000000000000515BI0100001251 8 Nos.
141 141 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. BI01010001010000000000000515BI0100001252 10047.8 Cum
142 142 DISTRIBUTION MAIN BI01010001010000000000000515BI0100001253
143 143 Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD) BI01010001010000000000000515BI0100001254
144 144 Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standared working lengths of 4.5,5.5,and 6.0 M for classification K-7 and K-9 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminious coating rate are ex-factory excluding transportation, taxes and duties contractor profit and over head charges etc. Based on WPI 131.3(Including cost of one No. gasket for each pipe) BI01010001010000000000000515BI0100001255
145 145 100mm dia. DI K-7 BI01010001010000000000000515BI0100001256 53116 m
146 146 150mm dia. DI K-7 BI01010001010000000000000515BI0100001257 5320 m
147 147 200mm dia. DI K-7 BI01010001010000000000000515BI0100001258 7174 m
148 148 250mm dia. DI K-7 BI01010001010000000000000515BI0100001259 213 m
149 149 Carriage of pipe upto 250 km. lead BI01010001010000000000000515BI0100001260
150 150 100mm dia. DI K-7 BI01010001010000000000000515BI0100001261 53116 m
151 151 150mm dia. DI K-7 BI01010001010000000000000515BI0100001262 5320 m
152 152 200mm dia. DI K-7 BI01010001010000000000000515BI0100001263 7174 m
153 153 250mm dia. DI K-7 BI01010001010000000000000515BI0100001264 213 m
154 154 Providing and supplying D.I. specials and fitting with sealing rubber gasket of SBR complete withcast iron follower gland and MS nutbolt coated or otherwise protected from rusting and suitable for DI pipes includingcost of labour, materials, and transportation to stores/ site, loading and unloading including all taxes etc. complete as per IS-9523.. BI01010001010000000000000515BI0100001265 29770 P.kg.
155 155 Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrengements as per test pressure stainless steel spindle, caps including all taxes transportation complete BI01010001010000000000000515BI0100001266
156 156 100 mm dia. BI01010001010000000000000515BI0100001267 25 No.
157 157 150mm dia BI01010001010000000000000515BI0100001268 5 No.
158 158 200mm dia BI01010001010000000000000515BI0100001269 7 No.
159 159 250mm dia BI01010001010000000000000515BI0100001270 1 No.
160 160 Providing, installing and giving satisfactory field testing of flanged ends Bulk water meter of following type and as mentioned below in (a) and (b) with FGI 250 cast iron body, class "B" confirming to IS : 2373 or as per ISO- 4064, marked to read in metric system, along with manufacturer's test and guarantee certificate including cost of all materials and labour with ISI mark or EEC mark . BI01010001010000000000000515BI0100001271
161 161 200 mm dia. BI01010001010000000000000515BI0100001272 1 No
162 162 250 mm dia. BI01010001010000000000000515BI0100001273 1 No
163 163 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. BI01010001010000000000000515BI0100001274
164 164 Excavation in Soil item-A BI01010001010000000000000515BI0100001275 28009.1 cum
165 165 Excavation in Soil item-B BI01010001010000000000000515BI0100001276 4001.3 cum
166 166 Earthwork in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 500m from centre of trench but upto 1 km with all lifts by tipper including construction and maintenanceof haul road all complete as per specification & direction of E/I . BI01010001010000000000000515BI0100001277 8002.59 cum
167 167 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. BI01010001010000000000000515BI0100001278
168 168 100mm dia. DI K-7 BI01010001010000000000000515BI0100001279 53116 m
169 169 150mm dia. DI K-7 BI01010001010000000000000515BI0100001280 5320 m
170 170 200mm dia. DI K-7 BI01010001010000000000000515BI0100001281 7174 m
171 171 250mm dia. DI K-7 BI01010001010000000000000515BI0100001282 213 m
172 172 Supplying labours, tools and tackles for testing of laid CI or U.P.V.C. OR H.D.P.E. OR A.C. 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) BI01010001010000000000000515BI0100001283
173 173 100mm dia. DI K-7 BI01010001010000000000000515BI0100001284 53116 m
174 174 150mm dia. DI K-7 BI01010001010000000000000515BI0100001285 5320 m
175 175 200mm dia. DI K-7 BI01010001010000000000000515BI0100001286 7174 m
176 176 250mm dia. DI K-7 BI01010001010000000000000515BI0100001287 213 m
177 177 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. BI01010001010000000000000515BI0100001288
178 178 100 mm dia. BI01010001010000000000000515BI0100001289 25 No.
179 179 150mm dia BI01010001010000000000000515BI0100001290 5 No.
180 180 200mm dia BI01010001010000000000000515BI0100001291 7 No.
181 181 250mm dia BI01010001010000000000000515BI0100001292 1 No.
182 182 Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. 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 150mm. thick with 20mm. to 6mm. 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. BI01010001010000000000000515BI0100001293 40 Nos.
183 183 Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge BI01010001010000000000000515BI0100001294
184 184 Pucca Road(Except black top only taken out material to be used) 40% BI01010001010000000000000515BI0100001295 1396.84 Sqm
185 185 Waterbound Macadam road(taken out material will be used) for cutting as per requirement 50% of the restoring work BI01010001010000000000000515BI0100001296 349.21 Sqm
186 186 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 BI01010001010000000000000515BI0100001297 261.91 Cum
187 187 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 BI01010001010000000000000515BI0100001298 261.91 Cum
188 188 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. BI01010001010000000000000515BI0100001299 39003.9 cum
189 189 Twin Type Staff Quarter - 1 Unit (Please refer to Section 5,Sl. 2.7 of SBD) BI01010001010000000000000515BI0100001300
190 190 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. BI01010001010000000000000515BI0100001301 51.518 Cum
191 191 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 BI01010001010000000000000515BI0100001302 4.293 Cum
192 192 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 BI01010001010000000000000515BI0100001303 57.237 Sqm
193 193 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 BI01010001010000000000000515BI0100001304 8.585 Cum
194 194 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 BI01010001010000000000000515BI0100001305 37.033 Cum
195 195 Providing 25 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 BI01010001010000000000000515BI0100001306 28.539 Sqm
196 196 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 BI01010001010000000000000515BI0100001307 41.142 Cum
197 197 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. BI01010001010000000000000515BI0100001308 2.891 Cum
198 198 Providing average 63 mm thick R.C.C M -150 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 BI01010001010000000000000515BI0100001309 19.001 Sqm
199 199 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 BI01010001010000000000000515BI0100001310 6.075 Cum
200 200 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 BI01010001010000000000000515BI0100001311 0.669 Cum
201 201 Supplying fitting and fixing 250X20X6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 X125X75 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 BI01010001010000000000000515BI0100001312 104 Each
202 202 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 BI01010001010000000000000515BI0100001313 29.205 Sqm
203 203 Supplying , fittings & fixing M.S /Gril made of 20X6 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 .) BI01010001010000000000000515BI0100001314 302.4 Per Kg
204 204 Providing 25 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 BI01010001010000000000000515BI0100001315 0.54 Sqm
205 205 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 BI01010001010000000000000515BI0100001316 4 Each
206 206 Supplying , fitting and Fixing M.S Grill gate made of 20X 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 60X60X6 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 , asper the building specification & direction of E/I ( where materials is not supplied by the Dept) BI01010001010000000000000515BI0100001317 257.985 Per Kg
207 207 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 BI01010001010000000000000515BI0100001318 45.561 Sqm
208 208 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. BI01010001010000000000000515BI0100001319 446.008 Sqm
209 209 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 BI01010001010000000000000515BI0100001320 50.108 Sqm
210 210 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) BI01010001010000000000000515BI0100001321 30.598 Cum
211 211 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. BI01010001010000000000000515BI0100001322 47.723 Sqm
212 212 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 BI01010001010000000000000515BI0100001323 47.723 Sqm
213 213 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) BI01010001010000000000000515BI0100001324 38.226 Sqm
214 214 Providing all materials , labours & doing 3( three ) coat white washing with approved quality of lime over the new surface including the cost of cleaning surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing ,scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I BI01010001010000000000000515BI0100001325 273.171 Sqm
215 215 Providing all materials,labours & doing 2 (two ) Coat colour washing over a coat of white washing over new surface with approved quality of lime & Colour over the new surface including the cost of clening surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing , scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I BI01010001010000000000000515BI0100001326 227.021 Sqm
216 216 Providing two coats of painting with readymix 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 BI01010001010000000000000515BI0100001327 65.771 Sqm
217 217 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 BI01010001010000000000000515BI0100001328 23.32 Sqm
218 218 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 BI01010001010000000000000515BI0100001329 23.32 Sqm
219 219 Providing 10 mm (TMT) Fe 500 TOR for steel reinforced 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 with cost of wore removal of rust placing the rods in position all complete as per building specification and direction of E/I BI01010001010000000000000515BI0100001330 0.957 per mt
220 220 Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . BI01010001010000000000000515BI0100001331
221 221 Cement 25 KM lead BI01010001010000000000000515BI0100001332 17.289 MT
222 222 Steel 25 KM lead BI01010001010000000000000515BI0100001333 1.217 MT
223 223 Sand 10 KM lead BI01010001010000000000000515BI0100001334 50.24 Per M3
224 224 Bricks 15 KM lead BI01010001010000000000000515BI0100001335 35645 Each
225 225 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001336 17.76 Per M3
226 226 Water Supply Sanitation Installation (Plumbing work) BI01010001010000000000000515BI0100001337
227 227 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. BI01010001010000000000000515BI0100001338
228 228 i) 25mm GI. Pipe. BI01010001010000000000000515BI0100001339 20 M
229 229 ii) 15 mm GI. Pipe. BI01010001010000000000000515BI0100001340 35 M
230 230 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. BI01010001010000000000000515BI0100001341
231 231 i) 15 mm GI. Pipe BI01010001010000000000000515BI0100001342 30 PMt.
232 232 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. BI01010001010000000000000515BI0100001343 2 Each
233 233 Supplying and fixing GI fittings of approved make all complete as per direction of E/I. BI01010001010000000000000515BI0100001344
234 234 (a) Elbow 15 mm dia BI01010001010000000000000515BI0100001345 20 Each
235 235 (b)     Tee plane 15mm dia BI01010001010000000000000515BI0100001346 8 Each
236 236 (c)     Nipple 15mm dia. BI01010001010000000000000515BI0100001347 20 Each
237 237 (d)     Union Socket 25mm dia BI01010001010000000000000515BI0100001348 2 Each
238 238 (e)     Union Socket 15mm dia BI01010001010000000000000515BI0100001349 4 Each
239 239 (f)      Brass bib cock 15mm dia BI01010001010000000000000515BI0100001350 8 Each
240 240 (g)     C.I stop cock 15mm dia BI01010001010000000000000515BI0100001351 8 Each
241 241 (h)     C.I. stop cock 25mm dia BI01010001010000000000000515BI0100001352 2 Each
242 242 (i) Reducing Socket 25x15mm BI01010001010000000000000515BI0100001353 4 Each
243 243 (j)  Tee 25x25x15mm dia BI01010001010000000000000515BI0100001354 5 Each
244 244 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). BI01010001010000000000000515BI0100001355 2 Each
245 245 SEPTIC TANK and SOAK PIT BI01010001010000000000000515BI0100001356
246 246 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. BI01010001010000000000000515BI0100001357 19 PM3
247 247 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. BI01010001010000000000000515BI0100001358 2.89 PM3
248 248 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. BI01010001010000000000000515BI0100001359 4.76 PM2
249 249 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. BI01010001010000000000000515BI0100001360 1.04 PM3
250 250 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. BI01010001010000000000000515BI0100001361
251 251 (a)     19 mm thick BI01010001010000000000000515BI0100001362 1.8 PM2
252 252 (b)     12 mm thick BI01010001010000000000000515BI0100001363 9.86 PM2
253 253 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. BI01010001010000000000000515BI0100001364
254 254 (a) B/W in C.M (1:4) BI01010001010000000000000515BI0100001365 2.78 PM3
255 255 (b) B/W 75-B in (1:6) for Soak pit BI01010001010000000000000515BI0100001366 0.53 PM3
256 256 (c) Brick work in dry masonry for soak pit. BI01010001010000000000000515BI0100001367 1.88 PM3
257 257 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. BI01010001010000000000000515BI0100001368 0.37 PM3
258 258 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. BI01010001010000000000000515BI0100001369
259 259 10 mm dia BI01010001010000000000000515BI0100001370 0.04 Per MT
260 260 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. BI01010001010000000000000515BI0100001371
261 261 (a)        100mm dia H.C.I. Tee. BI01010001010000000000000515BI0100001372 1 Each
262 262 (b)       100mm dia H.C.I. Band BI01010001010000000000000515BI0100001373 1 Each
263 263 (c)        50mm dia H.C.I. Cowel BI01010001010000000000000515BI0100001374 1 Each
264 264 (d)       50mm dia H.C.I. Vent pipe BI01010001010000000000000515BI0100001375 2 Per M
265 265 (e)        100mm H.C.I. Pipe BI01010001010000000000000515BI0100001376 16 Per M
266 266 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. BI01010001010000000000000515BI0100001377 4 Each
267 267 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. BI01010001010000000000000515BI0100001378 10 Per M
268 268 Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. BI01010001010000000000000515BI0100001379 2 PM3
269 269 Supplying materials and labours for constructing inspection chamber of designation class 75 B 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 600x475 mm 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 BI01010001010000000000000515BI0100001380 2 Each
270 270 Carriages of materials BI01010001010000000000000515BI0100001381
271 271 (a)     Brick –15 KM lead BI01010001010000000000000515BI0100001382 766.67 Each
272 272 (b)     Sand -10 KM lead BI01010001010000000000000515BI0100001383 1.6 PM3
273 273 (c)     Stone chips -10 KM lead BI01010001010000000000000515BI0100001384 0.43 PM3
274 274 (d) Steel 25 KM BI01010001010000000000000515BI0100001385 0.04 PMT
275 275 (d)     Cement- 25 KM lead BI01010001010000000000000515BI0100001386 0.33 PMT
276 276 Electrical Works BI01010001010000000000000515BI0100001387
277 277 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 BI01010001010000000000000515BI0100001388 20 Each
278 278 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 BI01010001010000000000000515BI0100001389 2 Each
279 279 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. BI01010001010000000000000515BI0100001390 120 M
280 280 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. BI01010001010000000000000515BI0100001391
281 281 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring BI01010001010000000000000515BI0100001392 60 M
282 282 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring BI01010001010000000000000515BI0100001393 60 M
283 283 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. BI01010001010000000000000515BI0100001394 2 Each
284 284 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 BI01010001010000000000000515BI0100001395 6 Each
285 285 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 BI01010001010000000000000515BI0100001396 2 item
286 286 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 BI01010001010000000000000515BI0100001397
287 287 PVC con 20 mm PVC pipe BI01010001010000000000000515BI0100001398 40 Each
288 288 PVC con 25 mm PVC pipe BI01010001010000000000000515BI0100001399 20 Each
289 289 Installation commissioning and testing Ceiling Fan BI01010001010000000000000515BI0100001400 2 Each
290 290 Carriage of ceiling fan and regulator BI01010001010000000000000515BI0100001401 2 Each
291 291 Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction BI01010001010000000000000515BI0100001402 5 Each
292 292 Supplying ,fitting and fixing breas batten/ angle holder including connection etc. BI01010001010000000000000515BI0100001403 2 Each
293 293 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. BI01010001010000000000000515BI0100001404 4 Each
294 294 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. BI01010001010000000000000515BI0100001405 4 Each
295 295 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. BI01010001010000000000000515BI0100001406 10 M
296 296 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 BI01010001010000000000000515BI0100001407 2 Each
297 297 Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required. BI01010001010000000000000515BI0100001408 4 Each
298 298 Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule BI01010001010000000000000515BI0100001409 1 item
299 299 Compound Wall/ Boundry Wall for WTP. (429.20 M Long) BI01010001010000000000000515BI0100001410
300 300 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) BI01010001010000000000000515BI0100001411
301 301 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 BI01010001010000000000000515BI0100001412 114.74
302 302 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. BI01010001010000000000000515BI0100001413 12.73
303 303 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. BI01010001010000000000000515BI0100001414 127.47 M2
304 304 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. BI01010001010000000000000515BI0100001415 12.73
305 305 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. BI01010001010000000000000515BI0100001416 2.15
306 306 Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners 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. BI01010001010000000000000515BI0100001417 24.32
307 307 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.\nTop of Wall BI01010001010000000000000515BI0100001418 19.46
308 308 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, 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.\nTop of Wall BI01010001010000000000000515BI0100001419 10.73
309 309 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. BI01010001010000000000000515BI0100001420 175.4
310 310 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. BI01010001010000000000000515BI0100001421 1909.94
311 311 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 BI01010001010000000000000515BI0100001422 1909.94
312 312 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.\n BI01010001010000000000000515BI0100001423 5.78 MT
313 313 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. BI01010001010000000000000515BI0100001424 55.8
314 314 Carriage of materials from divisional store or kiln site or quarry site to work site including contractor's profit, loading, unloading, transportation etc. all complete . BI01010001010000000000000515BI0100001425
315 315 Cement 25 KM lead BI01010001010000000000000515BI0100001426 58.65 PMT
316 316 Steel 25 KM lead BI01010001010000000000000515BI0100001427 5.78 PMT
317 317 Sand 10 KM lead BI01010001010000000000000515BI0100001428 141.58 Per M3
318 318 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001429 74.83 Per M3
319 319 Bricks 15 KM lead BI01010001010000000000000515BI0100001430 76088 Each
320 320 Gate - 3 nos. BI01010001010000000000000515BI0100001431
321 321 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 BI01010001010000000000000515BI0100001432 10.38
322 322 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. BI01010001010000000000000515BI0100001433 0.87
323 323 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. BI01010001010000000000000515BI0100001434 8.64 M2
324 324 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. BI01010001010000000000000515BI0100001435 0.87
325 325 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. BI01010001010000000000000515BI0100001436 1.2
326 326 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. BI01010001010000000000000515BI0100001437 1.53
327 327 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.\nTop of Wall BI01010001010000000000000515BI0100001438 0.54
328 328 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.\n BI01010001010000000000000515BI0100001439 0.255 MT
329 329 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. BI01010001010000000000000515BI0100001440 6.6
330 330 Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 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. BI01010001010000000000000515BI0100001441 720 Kg
331 331 Providing two coat of painting with ready mixed paint of approved shade and make over steel surface BI01010001010000000000000515BI0100001442 18
332 332 Carriage of materials from divisional store or kiln site or quarry site to work site including contractor's profit, loading, unloading, transportation etc. all complete . BI01010001010000000000000515BI0100001443
333 333 Cement 25 KM lead BI01010001010000000000000515BI0100001444 1.59 PMT
334 334 Steel 25 KM lead BI01010001010000000000000515BI0100001445 0.255 PMT
335 335 Sand 10 KM lead BI01010001010000000000000515BI0100001446 2.78 Per M3
336 336 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001447 3.29 Per M3
337 337 Bricks 15 KM lead BI01010001010000000000000515BI0100001448 261 Each
338 338 Infiltration Gallary BI01010001010000000000000515BI0100001449
339 339 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 & boulders upto 300m size & disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150 M & initial lift of 1.50M as per specification & direction of E/I. BI01010001010000000000000515BI0100001450
340 340 Initial lift 1.5 M- Add Rs. 10/- for additional lift of 1M Lift 0 to 1.50 M BI01010001010000000000000515BI0100001451 503.34 cu. m.
341 341 2nd lift BI01010001010000000000000515BI0100001452 290.25 cu. m.
342 342 Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6.0 M for classification K-7 and K-9 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminous coating rate are ex-factory excluding transportation, taxes and duties contractor profit and over head charges etc. (Including cost of one No. gasket for each pipe) BI01010001010000000000000515BI0100001453
343 343 300 mm dia. (K7) BI01010001010000000000000515BI0100001454 26 PM
344 344 Carriage of pipe upto 250 km. lead BI01010001010000000000000515BI0100001455
345 345 300 mm dia. (K7) BI01010001010000000000000515BI0100001456 26 PM
346 346 Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and 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. BI01010001010000000000000515BI0100001457
347 347 300 mm dia. (K7) BI01010001010000000000000515BI0100001458 26 PM
348 348 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. BI01010001010000000000000515BI0100001459 4000 HP/hr
349 349 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 sides 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. BI01010001010000000000000515BI0100001460 1300 Cum
350 350 Design and Supply of Apollo V- wire screen laterals Suitable for Infiltration Gallery as per site condition and detail provided. End connection suitable flange. (Including carriage)\nDiameter - 6 Inch (150 mm)\nI.D. = 153 mm O.D. = 167 mm\nScreen thickness = 7 mm\nSlot - 1.00 mm\nMOC: Low Carbon Galvanised Steel BI01010001010000000000000515BI0100001461 70 PM
351 351 Providing, lowering, laying and placing in position shrouding material for porous pipe gallery/slotted pipe gallery/trench gallery with all materials to site of works, screening and washing of materials and placing in position with given sectim, etc. complete as directed by Engineer in charge. BI01010001010000000000000515BI0100001462
352 352 a) 40 mm pebbles BI01010001010000000000000515BI0100001463 9.89 Cum
353 353 b) 12 mm to 20 mm pebbles BI01010001010000000000000515BI0100001464 19.78 Cum
354 354 c) 6 mm to 12 mm pebbles BI01010001010000000000000515BI0100001465 24.04 Cum
355 355 Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specification & diectionof EI. (Mode of measurement compacted volume) BI01010001010000000000000515BI0100001466 736.8 Cum
356 356 Coffer Dam BI01010001010000000000000515BI0100001467
357 357 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 / semimpervious materials on both side of B.C. soil (in gunny bags if required) including ramming , compacting t o satisfaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge. BI01010001010000000000000515BI0100001468
358 358 a) For Gangway BI01010001010000000000000515BI0100001469 600 cum
359 359 b) For Intake well BI01010001010000000000000515BI0100001470 1531.72 cum
360 360 Dewatering the excavate d 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) BI01010001010000000000000515BI0100001471
361 361 a) For Gangway BI01010001010000000000000515BI0100001472 3200 HP/hr
362 362 b) For Intake well BI01010001010000000000000515BI0100001473 6000 HP/hr
363 363 House Connection for 3216 nos Consumer. BI01010001010000000000000515BI0100001474
364 364 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 B) BI01010001010000000000000515BI0100001475 4537.78 M3
365 365 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). BI01010001010000000000000515BI0100001476 135.07 M3
366 366 Provinding P.C.C M-150 with in norminal mix of (1:2:4) in foundation with approved quality of stone chips 20mm 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 BI01010001010000000000000515BI0100001477 228.336 M3
367 367 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) BI01010001010000000000000515BI0100001478 4341.6 M3
368 368 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. BI01010001010000000000000515BI0100001479 4016.78 sqm
369 369 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. BI01010001010000000000000515BI0100001480 48240 Mtr
370 370 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. BI01010001010000000000000515BI0100001481 3216 M
371 371 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 Electrofusion 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 BI01010001010000000000000515BI0100001482 48240 Mtr
372 372 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). BI01010001010000000000000515BI0100001483 3216 Mtr
373 373 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 BI01010001010000000000000515BI0100001484 3216 Nos
374 374 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. BI01010001010000000000000515BI0100001485 3216 Nos
375 375 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. BI01010001010000000000000515BI0100001486 3216 Each
376 376 Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I BI01010001010000000000000515BI0100001487
377 377 Elbow 20 mm BI01010001010000000000000515BI0100001488 3216 Each
378 378 Elbow 15 mm BI01010001010000000000000515BI0100001489 3216 Each
379 379 Reducing Socket 20 mm BI01010001010000000000000515BI0100001490 3216 Each
380 380 Nipple 20 mm BI01010001010000000000000515BI0100001491 3216 Each
381 381 Nipple 15 mm BI01010001010000000000000515BI0100001492 6432 Each
382 382 Union Socket 20 mm BI01010001010000000000000515BI0100001493 3216 Each
383 383 Socket 15mm BI01010001010000000000000515BI0100001494 3216 Each
384 384 Socket 20 mm BI01010001010000000000000515BI0100001495 3216 Each
385 385 Carriage of materials BI01010001010000000000000515BI0100001496 3216 Job
386 386 Operation & Maintenance for Five years BI01010001010000000000000515BI0100001497
387 387 O/M work with Labour component & Materials for 1st Year BI01010001010000000000000515BI0100001498
388 388 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001499 419980 PKL
389 389 O/M work with Labour component & Materials for 2nd Year BI01010001010000000000000515BI0100001500
390 390 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001501 419980 PKL
391 391 O/M work with Labour component & Materials for 3rd Year BI01010001010000000000000515BI0100001502
392 392 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001503 419980 PKL
393 393 O/M work with Labour component & Materials for 4th Year BI01010001010000000000000515BI0100001504
394 394 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001505 419980 PKL
395 395 O/M work with Labour component & Materials for 5th Year BI01010001010000000000000515BI0100001506
396 396 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001507 419980 PKL
397 397 Add GST @ 12% BI01010001010000000000000515BI0100001508 1 L.S.
398 398 Add Labourcess @ 1% BI01010001010000000000000515BI0100001509 1 L.S.
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