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Detailed Survey, Designing And Drawing, Construction Of R.C.C. Intake Well Cum Pump House, 64 Mtr. Long & 3.50 Mtr. Wide Gangway 5.10 Mld Capacity Conventional Water Treatment Plant, Rcc Elevated Service Reservoir – 5 Nos., Staff Quarter, Compound Wall, I, Lohardaga-Jharkhand

Drinking Water And Sanitation Department has published Detailed Survey, Designing And Drawing, Construction Of R.C.C. Intake Well Cum Pump House, 64 Mtr. Long & 3.50 Mtr. Wide Gangway 5.10 Mld Capacity Conventional Water Treatment Plant, Rcc Elevated Service Reservoir – 5 Nos., Staff Quarter, Compound Wall, I. Submission Date for this Tender is 08-02-2021. Water Treatment Plant Tenders in Lohardaga Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

26741476
Detailed Survey, Designing And Drawing, Construction Of R.C.C. Intake Well Cum Pump House, 64 Mtr. Long & 3.50 Mtr. Wide Gangway 5.10 Mld Capacity Conventional Water Treatment Plant, Rcc Elevated Service Reservoir – 5 Nos., Staff Quarter, Compound Wall, I
Open Tender
Indian
Jharkhand
Lohardaga
08-02-2021

Tender Details

Detailed survey, designing and drawing, Construction of R.C.C. Intake Well cum Pump House, 64 Mtr. Long & 3.50 Mtr. Wide Gangway 5.10 MLD capacity Conventional Water Treatment Plant, RCC Elevated Service Reservoir – 5 nos., Staff Quarter, Compound wall, Infiltration Gallary, Supplying and laying Raw and Clear Water rising main and Distribution Network, House Connection-7527 nos., Supplying and Installation of VT and Centrifugal pump motor, Railway Crossing, Weir, Five years operation & maintenance with allied works etc. all complete job for Arkosa and Adjoining villages Rural Water Supply Scheme under D.W. & S. Division Lohardaga on turnkey basis

Key Value

Document Fees
INR 10000 /-
EMD
INR 5917000.0 /-
Tender Value
INR 59.16 Crore /-

BOQ Items

Name of Work: Detailed survey, designing and drawing, Construction of R.C.C. Intake Well cum Pump House, 64 Mtr. Long & 3.50 Mtr. Wide Gangway 5.10 MLD capacity Conventional Water Treatment Plant, RCC Elevated Service Reservoir – 5 nos., Staff Quarter, Compound wall, Infiltration Gallary, Supplying and laying Raw and Clear Water rising main and Distribution Network, House Connection-7527 nos., Supplying and Installation of VT and Centrifugal pump motor, Railway Crossing, Weir, Five years operation & maintenance with allied works etc. all complete job for Arkosa and Adjoining villages Rural Water Supply Scheme under D.W. & S. Division Lohardaga 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 5.10 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 : Rampur ESR\n3.50 Lakh Litre capacity \nwith 10 Meter staging BI01010001010000000000000515BI0100001117 1 Comp Job
7 7 Zone - 2 : Aine ESR\n1.90 Lakh Litre capacity \nwith 18 Meter staging BI01010001010000000000000515BI0100001118 1 Comp Job
8 8 Zone - 3 : Irgaon ESR\n1.60 Lakh Litre capacity \nwith 12 Meter staging BI01010001010000000000000515BI0100001119 1 Comp Job
9 9 Zone - 4 : Nagra ESR\n2.50 Lakh Litre capacity \nwith 20 Meter staging BI01010001010000000000000515BI0100001120 1 Comp Job
10 10 Zone - 5 : Udarangi ESR\n4.20 Lakh Litre capacity \nwith 10 Meter staging BI01010001010000000000000515BI0100001121 1 Comp Job
11 11 Intake Well With Pump House 6.0 M dia. BI01010001010000000000000515BI0100001122
12 12 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) BI01010001010000000000000515BI0100001123
13 13 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. BI01010001010000000000000515BI0100001124
14 14 Initial Lift 0 to 1.50 M BI01010001010000000000000515BI0100001125 137.6 cum
15 15 1st Lift 1.50 to 2.50 M BI01010001010000000000000515BI0100001126 71.4 cum
16 16 2nd Lift 2.50 to 2.75 M BI01010001010000000000000515BI0100001127 15.67 cum
17 17 Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in hard rock where blasting is needed & stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in country side) with initial lead of 150 m & initial lift of 1.50m as per specification & direction of E/I. \n(Excavated hard rock size should not be more than 150 lb.) BI01010001010000000000000515BI0100001128
18 18 2nd Lift 2.75 to 3.50 M BI01010001010000000000000515BI0100001129 43.75 cum
19 19 3rd Lift 3.50 to 4.50 M BI01010001010000000000000515BI0100001130 52.53 cum
20 20 4th Lift 4.50 to 5.50 M BI01010001010000000000000515BI0100001131 46.3 cum
21 21 5th Lift 5.50 to 6.00 M BI01010001010000000000000515BI0100001132 19.32 cum
22 22 Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. PCC Grade M15 BI01010001010000000000000515BI0100001133 6.1 cum
23 23 Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. RCC Foundation Grade M30 (Using Concrete Mixture) BI01010001010000000000000515BI0100001134 18.69 cum
24 24 Plain/Reinforced Cement Concrete In Well Foundation Complete As Per Drawing And Technical Specification. Well Steining For RCC M-30 Grade (Using Concrete Mixture)\nRCC Vertical Wall and Ladder Slab BI01010001010000000000000515BI0100001135 77.89 cum
25 25 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. BI01010001010000000000000515BI0100001136
26 26 600 x 210 mm BI01010001010000000000000515BI0100001137 1.59 P.MT
27 27 200 x 100 mm BI01010001010000000000000515BI0100001138 0.39 P.MT
28 28 100 x 110 mm x 12 mm BI01010001010000000000000515BI0100001139 0.5 P.MT
29 29 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. BI01010001010000000000000515BI0100001140 2.48 P.MT
30 30 Furnishing and Placing Reinforcement/ Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification. RCC Grade M25 (Using Concrete Mixture) \nFor T-Beam & Slab Ht. 5m to 10m.\n1. Walkway slab 2. Chajja at Lintel Level\n3. Corbel Slab 4. Roof Slab 5. Motar Panet & Walkway slab BI01010001010000000000000515BI0100001141 15.39 cum
31 31 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 BI01010001010000000000000515BI0100001142 4.8 cum
32 32 Furnishing and Placing Reinforcement/ Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification. RCC Grade M25 (Using Concrete Mixture) \nFor T-Beam & Slab, Height 5m to 10m \n1. Lintel beam full circular 2. Corbel Slab\n3. Roof Slab 4. Floor Level Beam BI01010001010000000000000515BI0100001143 7.93 cum
33 33 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. BI01010001010000000000000515BI0100001144 9.79 MT
34 34 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. BI01010001010000000000000515BI0100001145 18.59 cum
35 35 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. BI01010001010000000000000515BI0100001146
36 36 (a) 80 X 1.25 mm M.S. lath with 1.25 mm thick top cover. BI01010001010000000000000515BI0100001147 6.25 Sqm.
37 37 (b) Providing & fixing ball-bearing for rolling shutters BI01010001010000000000000515BI0100001148 2 Nos.
38 38 Supplying, fitting & fixing duly glazed steel door, window of standard rolled Z steel sec all complete as per building specification & direction of E/I. BI01010001010000000000000515BI0100001149 6.48 cum
39 39 Supplying,fitting & fixing MS grill of 20 x 6 mm M.S. plates etc. all complete as per building specification & direction of E/I. BI01010001010000000000000515BI0100001150 259.2 Pkg.
40 40 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) BI01010001010000000000000515BI0100001151 204.8 Sqm.
41 41 Providing 6 mm cement plaster (1:4) in ceiling 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) BI01010001010000000000000515BI0100001152 101.56 Sqm.
42 42 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) BI01010001010000000000000515BI0100001153 404.36 Sqm.
43 43 Providing C.I. cover with frame for manhole of size 600 mm x 450 mm (weight 25 kg.) all complete as per building specification and direction of E/I. (for exterior surface) BI01010001010000000000000515BI0100001154 1 No.
44 44 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. BI01010001010000000000000515BI0100001155 306.36 Sqm
45 45 Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. BI01010001010000000000000515BI0100001156 20.54 Sqm
46 46 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. BI01010001010000000000000515BI0100001157 16.2 cum
47 47 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. BI01010001010000000000000515BI0100001158 13.14 Rmt
48 48 Supplying equipment and labour for back filling the excavated earth around steining well all complete as per specification and direction of E/I. BI01010001010000000000000515BI0100001159 180.55 cum
49 49 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. BI01010001010000000000000515BI0100001160
50 50 (i) for tape of 10 M length BI01010001010000000000000515BI0100001161 1 Each
51 51 (ii) Rebate/ Extra rate per Metre length or part there of over & above initial length of 10 M. BI01010001010000000000000515BI0100001162 15 Rmt
52 52 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. BI01010001010000000000000515BI0100001163 23.52 PM
53 53 Providing and supplying M S Sluice Gate. BI01010001010000000000000515BI0100001164 1000 Kg.
54 54 Providing & fixing CI/MS rose piece in Intake well BI01010001010000000000000515BI0100001165 500 Kg.
55 55 Carriage of material from divisional store are kiln side or quality side to work including  contractor profit loading, unloading transportation are complete. BI01010001010000000000000515BI0100001166
56 56 Cement 25 KM lead BI01010001010000000000000515BI0100001167 74.78 MT
57 57 Steel 25 KM lead BI01010001010000000000000515BI0100001168 9.79 MT
58 58 Sand 10 KM lead BI01010001010000000000000515BI0100001169 59.94 Per M3
59 59 Bricks 15 KM lead BI01010001010000000000000515BI0100001170 7005 Each
60 60 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001171 98.66 Per M3
61 61 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 64 M LONG APPROACH BRIDGE (GANGWAY) FROM INTAKE TO WTP (pl.refer to Sec-5 Sl.no. 2.2 of SBD for technical specification) BI01010001010000000000000515BI0100001172
62 62 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. BI01010001010000000000000515BI0100001173
63 63 Lift 0.00 to 1.50 M BI01010001010000000000000515BI0100001174 792 cum
64 64 Lift 1.50 to 2.50 M BI01010001010000000000000515BI0100001175 240 cum
65 65 Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. \nPCC Grade M15 BI01010001010000000000000515BI0100001176 7.65 cum
66 66 Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. RCC Grade M30 (Using Concrete Mixture) RCC Footing BI01010001010000000000000515BI0100001177 19.58 cum
67 67 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 BI01010001010000000000000515BI0100001178 39.98 cum
68 68 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 upto 5m. \nRCC M - 250 For Bracing and Beam BI01010001010000000000000515BI0100001179 19.87 cum
69 69 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 upto 5m. \nWalkway Slab BI01010001010000000000000515BI0100001180 33.6 cum
70 70 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. BI01010001010000000000000515BI0100001181
71 71 For Approach Bridge BI01010001010000000000000515BI0100001182 13.31 MT
72 72 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. BI01010001010000000000000515BI0100001183 436.48 M2
73 73 Providing 6mm thick cement plaster (1:4) in ceililng with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification & direction of E/I. BI01010001010000000000000515BI0100001184 221.28 M2
74 74 Dewatering the excavated trenches and pools of water in the building trenches/pipe line 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. BI01010001010000000000000515BI0100001185 9600 HP/hr
75 75 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 BI01010001010000000000000515BI0100001186 128 PM
76 76 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. BI01010001010000000000000515BI0100001187 657.76 M2
77 77 Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete. BI01010001010000000000000515BI0100001188
78 78 Cement 25 KM lead BI01010001010000000000000515BI0100001189 85.35 MT
79 79 Steel 25 KM lead BI01010001010000000000000515BI0100001190 13.31 MT
80 80 Sand 10 KM lead BI01010001010000000000000515BI0100001191 63.43 Per M3
81 81 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001192 112.4 Per M3
82 82 RAW WATER PUMPING MACHINERY & ELECTRICAL WORK BI01010001010000000000000515BI0100001193
83 83 Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4 of SBD) BI01010001010000000000000515BI0100001194
84 84 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 58.60 LPS against a head of 33 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. BI01010001010000000000000515BI0100001195
85 85 Induction Motor -: Above mention pump shall be coupled with TEFC squirrel cage induction motor conforming IS:325, IE3 rating having 15% more BHP than that of pump, operating on 3 Phase, 415V, 50Hz with 1500 rpm [make: Kirloskar/ BHEL/ Crompton Greaves/ ABB/GARATHON]. Including cost of construction foundation, bolt & nut, common header, reducer, suction/ delivery work, common header and other piping works, common leader required for the job, etc. all complete as per the direction of Engineer-in-charge. BI01010001010000000000000515BI0100001196
86 86 Discharge- 58.60 LPS and Head- 33 m (1W+1S) BI01010001010000000000000515BI0100001197 2 Each
87 87 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 250A copper busbar, 1 no. incoming feeder with spare of 250A MCCB, 2 nos. outgoing feeder of 125A MCCB for pumps sets, 1 no. 125A 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] BI01010001010000000000000515BI0100001198 1 Job
88 88 Servo controled Automatic voltage stebilizer: Supplying, installation, testing & commissioning of 100 KVA Servo controled Automatic voltage stebilizer (Input 220 to 460 volt) (Make: Servokon/ V-Guard/Sen & Pandit) suitable for output voltage of 415+/-1%) 3 phase 50 HZ, with copper would transformer (oil cooled). 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 output voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Protections and indications shall be incorported with Over Voltage/Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including earthing etc all complete. BI01010001010000000000000515BI0100001199 1 Each
89 89 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) BI01010001010000000000000515BI0100001200 2 Sets
90 90 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. BI01010001010000000000000515BI0100001201 2 Each
91 91 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. BI01010001010000000000000515BI0100001202 1 Each
92 92 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. BI01010001010000000000000515BI0100001203 200 Per M.
93 93 Cable: Power wiring with required 35 Sq mm 3 core 1.1 KV grade Unarmoured 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. BI01010001010000000000000515BI0100001204 80 Per M.
94 94 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. BI01010001010000000000000515BI0100001205 1 Job
95 95 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. BI01010001010000000000000515BI0100001206 1 Job
96 96 Safety Items: Supplying, Installation and erecting of 2 nos. Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, instruction manual, etc. as per requirement and Indian standards at Pump house. BI01010001010000000000000515BI0100001207 1 Job
97 97 CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORKS AT WTP BI01010001010000000000000515BI0100001208
98 98 Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl. 2.5 of SBD) BI01010001010000000000000515BI0100001209
99 99 Horizontal Split Casing Multi Stage Centrifugal Pump -: Supplying, installation, testing & commissioning of multi stage/Horizontal Split Casing Centrifugal Pump conforming IS: 6595 & 5120, [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 . BI01010001010000000000000515BI0100001210
100 100 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, 50 Hz with 1500 rpm [make : Kirloskar/ BHEL/ Crompton Greaves/ ABB/ Marathon]. Including cost of construction foundation, bolt & nut, common header, with all suction/ delivery common header & other piping works required for the job and etc. all complete job. BI01010001010000000000000515BI0100001211
101 101 For ESR at Rampur & Aine Discharge- 23.16 LPS and Head- 84 m (1W+1S) BI01010001010000000000000515BI0100001212 2 Each
102 102 For ESR Irgaon, Nagra & Udarangi Discharge- 35.44 LPS and Head- 106 m (1W+1S) BI01010001010000000000000515BI0100001213 2 Each
103 103 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 500A copper busbar, 1 no. incoming feeder of 500A MCCB, 3 nos. outgoing feeder with spare feeder of 125A MCCB for pumps sets, 3 nos outgoing feeder with spare feeder of 250A MCCB for pump 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] BI01010001010000000000000515BI0100001214 1 Job
104 104 Stabiliser: Providing, erecting and commissioning 350 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%, input 220 to 460 volts, 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. BI01010001010000000000000515BI0100001215 1 Each
105 105 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. \n(make:-L&T/Siemens/ Schneider.) BI01010001010000000000000515BI0100001216
106 106 50 HP BI01010001010000000000000515BI0100001217 2 Sets
107 107 100 HP BI01010001010000000000000515BI0100001218 2 Sets
108 108 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. BI01010001010000000000000515BI0100001219 5 Each
109 109 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. BI01010001010000000000000515BI0100001220 1 Each
110 110 Cable: Power wiring with required 400 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. BI01010001010000000000000515BI0100001221 200 Per Mtr.
111 111 Cable: Power wiring with required size of 3 core 1.1KV grade unarmoured 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. BI01010001010000000000000515BI0100001222
112 112 a) 35 sq mm BI01010001010000000000000515BI0100001223 70 Per Mtr.
113 113 b) 70 sq mm BI01010001010000000000000515BI0100001224 70 Per Mtr.
114 114 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. BI01010001010000000000000515BI0100001225 1 Each
115 115 Safety Items: Supplying, Installation and erecting of 2 nos. Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, instruction manual, etc. as per requirement and Indian standards at Pump house. BI01010001010000000000000515BI0100001226 1 Job
116 116 Raw & Pure Water Rising main. BI01010001010000000000000515BI0100001227
117 117 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) BI01010001010000000000000515BI0100001228
118 118 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) BI01010001010000000000000515BI0100001229
119 119 1) From IW to WTP,\n 300 mm DI K-9 pipe BI01010001010000000000000515BI0100001230 1715 m
120 120 At WTP BI01010001010000000000000515BI0100001231
121 121 Group - 1 BI01010001010000000000000515BI0100001232
122 122 2) From WTP to Node 1, \n 200 mm DI K-9 pipe BI01010001010000000000000515BI0100001233 5800 m
123 123 3) From Node 1 to Rampur ESR, \n 200 mm DI K-9 pipe BI01010001010000000000000515BI0100001234 30 m
124 124 4) From Node 1 to Aine ESR, \n 150 mm DI K-9 pipe BI01010001010000000000000515BI0100001235 4920 m
125 125 Group - 2 BI01010001010000000000000515BI0100001236
126 126 5) From WTP to Node 2, \n 250 mm DI K-9 pipe BI01010001010000000000000515BI0100001237 4495 m
127 127 6) From Node 2 to Udrangi ESR, \n 200 mm DI K-9 pipe BI01010001010000000000000515BI0100001238 2310 m
128 128 7) From Node 2 to Node 3, \n 200 mm DI K-9 pipe BI01010001010000000000000515BI0100001239 5405 m
129 129 8) From Node 3 to Irgaon ESR, \n 100 mm DI K-9 pipe BI01010001010000000000000515BI0100001240 50 m
130 130 9) From Node 3 to Nagra ESR, \n 150 mm DI K-9 pipe BI01010001010000000000000515BI0100001241 2575 m
131 131 Carriage of D.I. Pipe with loading, unloading & stacking at site from Ex. Factory to site lead 350 km. (Payment as per Actual basis) BI01010001010000000000000515BI0100001242
132 132 1) 100 mm Dia. DI K-9 BI01010001010000000000000515BI0100001243 50 m
133 133 2) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001244 7495 m
134 134 3) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001245 13545 m
135 135 4) 250 mm Dia. DI K-9 BI01010001010000000000000515BI0100001246 4495 m
136 136 5) 300 mm Dia. DI K-9 BI01010001010000000000000515BI0100001247 1715 m
137 137 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. BI01010001010000000000000515BI0100001248 9852 P.kg.
138 138 Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrengements as per test pressure stainless steel splindle/caps etc. complete. Without bypass - PN - 1.6\n(Sluice and scour valve) BI01010001010000000000000515BI0100001249
139 139 1) 100 mm Dia. BI01010001010000000000000515BI0100001250 1 m
140 140 2) 150 mm Dia. BI01010001010000000000000515BI0100001251 3 m
141 141 3) 200 mm Dia. BI01010001010000000000000515BI0100001252 6 m
142 142 4) 250 mm Dia. BI01010001010000000000000515BI0100001253 2 m
143 143 5) 300 mm Dia. BI01010001010000000000000515BI0100001254 1 m
144 144 Providing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per IS 5312 Part I (1984) \nWithout bypass - PN - 1.6\n BI01010001010000000000000515BI0100001255
145 145 1) 200 mm Dia. BI01010001010000000000000515BI0100001256 1 Each
146 146 2) 250 mm Dia. BI01010001010000000000000515BI0100001257 1 Each
147 147 3) 300 mm Dia. BI01010001010000000000000515BI0100001258 1 Each
148 148 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. \nPN-1.6 BI01010001010000000000000515BI0100001259
149 149 50 mm dia. BI01010001010000000000000515BI0100001260 14 No.
150 150 80 mm dia. BI01010001010000000000000515BI0100001261 5 No.
151 151 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. BI01010001010000000000000515BI0100001262
152 152 Excavation in soil item-A BI01010001010000000000000515BI0100001263 14560.9 cum
153 153 Excavation in soil item-B BI01010001010000000000000515BI0100001264 7280.43 cum
154 154 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 1/2 km 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.\n(Excavated hard rock size should not be more than 150lb.) BI01010001010000000000000515BI0100001265 2426.81 cum
155 155 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. BI01010001010000000000000515BI0100001266
156 156 1) 100 mm Dia. DI K-9 BI01010001010000000000000515BI0100001267 50 m
157 157 2) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001268 7495 m
158 158 3) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001269 13545 m
159 159 4) 250 mm Dia. DI K-9 BI01010001010000000000000515BI0100001270 4495 m
160 160 5) 300 mm Dia. DI K-9 BI01010001010000000000000515BI0100001271 1715 m
161 161 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) BI01010001010000000000000515BI0100001272
162 162 1) 100 mm Dia. DI K-9 BI01010001010000000000000515BI0100001273 50 m
163 163 2) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001274 7495 m
164 164 3) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001275 13545 m
165 165 4) 250 mm Dia. DI K-9 BI01010001010000000000000515BI0100001276 4495 m
166 166 5) 300 mm Dia. DI K-9 BI01010001010000000000000515BI0100001277 1715 m
167 167 Labours charges for cutting of CI/DI pipe including supplying necessary plants etc. all complete. BI01010001010000000000000515BI0100001278
168 168 1) 100 mm Dia. DI K-9 BI01010001010000000000000515BI0100001279 2 Nos.
169 169 2) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001280 15 Nos.
170 170 3) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001281 27 Nos.
171 171 4) 250 mm Dia. DI K-9 BI01010001010000000000000515BI0100001282 9 Nos.
172 172 5) 300 mm Dia. DI K-9 BI01010001010000000000000515BI0100001283 4 Nos.
173 173 Supplying labour and tools for fixing C.I. Sluice Valve and N.R. Valves 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. BI01010001010000000000000515BI0100001284
174 174 1) 100 mm Dia. DI K-9 BI01010001010000000000000515BI0100001285 1 Each
175 175 2) 150 mm Dia. DI K-9 BI01010001010000000000000515BI0100001286 3 Each
176 176 3) 200 mm Dia. DI K-9 BI01010001010000000000000515BI0100001287 7 Each
177 177 4) 250 mm Dia. DI K-9 BI01010001010000000000000515BI0100001288 3 Nos.
178 178 5) 300 mm Dia. DI K-9 BI01010001010000000000000515BI0100001289 2 Nos.
179 179 Lowering, laying & fixing in proper aligment and position all type of CI air valve as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of material and giving satisfactory hydraulic testing etc. all complete. (for all class of valves) BI01010001010000000000000515BI0100001290
180 180 50 mm dia. BI01010001010000000000000515BI0100001291 14 No.
181 181 80 mm dia. BI01010001010000000000000515BI0100001292 5 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 35 Nos.
183 183 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 BI01010001010000000000000515BI0100001294
184 184 A) Thrust Block BI01010001010000000000000515BI0100001295
185 185 For 1) 150 mm Dia. DI K-9 Pipe BI01010001010000000000000515BI0100001296 12 Nos.
186 186 For 2) 200 mm Dia. DI K-9 Pipe BI01010001010000000000000515BI0100001297 20 Nos.
187 187 For 3) 250 mm Dia. DI K-9 Pipe BI01010001010000000000000515BI0100001298 5 Nos.
188 188 For 4) 300 mm Dia. DI K-9 Pipe BI01010001010000000000000515BI0100001299 4 Nos.
189 189 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. BI01010001010000000000000515BI0100001300 23152.7 Cum
190 190 DISTRIBUTION MAIN BI01010001010000000000000515BI0100001301
191 191 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) BI01010001010000000000000515BI0100001302
192 192 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. (Including cost of one No. gasket for each pipe) BI01010001010000000000000515BI0100001303
193 193 100 mm dia. DI K-7 BI01010001010000000000000515BI0100001304 138666 m
194 194 150 mm dia. DI K-7 BI01010001010000000000000515BI0100001305 15131 m
195 195 200 mm dia. DI K-7 BI01010001010000000000000515BI0100001306 12956 m
196 196 250 mm dia. DI K-7 BI01010001010000000000000515BI0100001307 2160 m
197 197 Carriage of D.I. Pipe with loading, unloading & stacking at site from Ex. Factory to site lead 350 km. (Payment as per Actual basis) BI01010001010000000000000515BI0100001308
198 198 100 mm dia. DI K-7 BI01010001010000000000000515BI0100001309 138666 m
199 199 150 mm dia. DI K-7 BI01010001010000000000000515BI0100001310 15131 m
200 200 200 mm dia. DI K-7 BI01010001010000000000000515BI0100001311 12956 m
201 201 250 mm dia. DI K-7 BI01010001010000000000000515BI0100001312 2160 m
202 202 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.. BI01010001010000000000000515BI0100001313 75778 P.kg.
203 203 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 BI01010001010000000000000515BI0100001314
204 204 100 mm dia. BI01010001010000000000000515BI0100001315 60 No.
205 205 150 mm dia BI01010001010000000000000515BI0100001316 21 No.
206 206 200 mm dia BI01010001010000000000000515BI0100001317 20 No.
207 207 250 mm dia BI01010001010000000000000515BI0100001318 6 No.
208 208 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 . BI01010001010000000000000515BI0100001319
209 209 200 mm dia. BI01010001010000000000000515BI0100001320 3 No
210 210 250 mm dia. BI01010001010000000000000515BI0100001321 2 No
211 211 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. BI01010001010000000000000515BI0100001322
212 212 Excavation in Soil item-A BI01010001010000000000000515BI0100001323 71125.3 cum
213 213 Excavation in Soil item-B BI01010001010000000000000515BI0100001324 20321.5 cum
214 214 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 1/2 km 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.\n(Excavated hard rock size should not be more than 150lb.) BI01010001010000000000000515BI0100001325 10160.8 cum
215 215 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. BI01010001010000000000000515BI0100001326
216 216 100 mm dia. DI K-7 BI01010001010000000000000515BI0100001327 138666 m
217 217 150 mm dia. DI K-7 BI01010001010000000000000515BI0100001328 15131 m
218 218 200 mm dia. DI K-7 BI01010001010000000000000515BI0100001329 12956 m
219 219 250 mm dia. DI K-7 BI01010001010000000000000515BI0100001330 2160 m
220 220 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) BI01010001010000000000000515BI0100001331
221 221 100 mm dia. DI K-7 BI01010001010000000000000515BI0100001332 138666 m
222 222 150 mm dia. DI K-7 BI01010001010000000000000515BI0100001333 15131 m
223 223 200 mm dia. DI K-7 BI01010001010000000000000515BI0100001334 12956 m
224 224 250 mm dia. DI K-7 BI01010001010000000000000515BI0100001335 2160 m
225 225 Labours charges for cutting of CI/DI pipe including supplying necessary plants etc. all complete. BI01010001010000000000000515BI0100001336
226 226 1) 100 mm Dia. DI K-7 BI01010001010000000000000515BI0100001337 350 Nos.
227 227 2) 150 mm Dia. DI K-7 BI01010001010000000000000515BI0100001338 40 Nos.
228 228 3) 200 mm Dia. DI K-7 BI01010001010000000000000515BI0100001339 30 Nos.
229 229 4) 250 mm Dia. DI K-7 BI01010001010000000000000515BI0100001340 5 Nos.
230 230 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. BI01010001010000000000000515BI0100001341
231 231 100 mm dia. BI01010001010000000000000515BI0100001342 60 No.
232 232 150mm dia BI01010001010000000000000515BI0100001343 21 No.
233 233 200mm dia BI01010001010000000000000515BI0100001344 20 No.
234 234 250mm dia BI01010001010000000000000515BI0100001345 6 No.
235 235 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. BI01010001010000000000000515BI0100001346 112 Nos.
236 236 Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge BI01010001010000000000000515BI0100001347
237 237 Pucca Road(Except black top only taken out material to be used) 40% BI01010001010000000000000515BI0100001348 3559.71 Sqm
238 238 Waterbound Macadam road(taken out material will be used) for cutting as per requirement 50% of the restoring work BI01010001010000000000000515BI0100001349 2669.78 Sqm
239 239 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 BI01010001010000000000000515BI0100001350 400.47 Cum
240 240 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 BI01010001010000000000000515BI0100001351 400.47 Cum
241 241 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. BI01010001010000000000000515BI0100001352 98713.2 cum
242 242 Twin Type Staff Quarter - 1 Unit (Please refer to Section 5,Sl. 2.7 of SBD) BI01010001010000000000000515BI0100001353
243 243 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. BI01010001010000000000000515BI0100001354 51.518 Cum
244 244 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 BI01010001010000000000000515BI0100001355 4.293 Cum
245 245 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 BI01010001010000000000000515BI0100001356 57.237 Sqm
246 246 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 BI01010001010000000000000515BI0100001357 8.585 Cum
247 247 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 BI01010001010000000000000515BI0100001358 37.033 Cum
248 248 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 BI01010001010000000000000515BI0100001359 28.539 Sqm
249 249 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 BI01010001010000000000000515BI0100001360 41.142 Cum
250 250 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. BI01010001010000000000000515BI0100001361 2.891 Cum
251 251 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 BI01010001010000000000000515BI0100001362 19.001 Sqm
252 252 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 BI01010001010000000000000515BI0100001363 6.075 Cum
253 253 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 BI01010001010000000000000515BI0100001364 0.669 Cum
254 254 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 BI01010001010000000000000515BI0100001365 104 Each
255 255 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 BI01010001010000000000000515BI0100001366 29.205 Sqm
256 256 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 .) BI01010001010000000000000515BI0100001367 302.4 Per Kg
257 257 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 BI01010001010000000000000515BI0100001368 0.54 Sqm
258 258 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 BI01010001010000000000000515BI0100001369 4 Each
259 259 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) BI01010001010000000000000515BI0100001370 257.985 Per Kg
260 260 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 BI01010001010000000000000515BI0100001371 45.561 Sqm
261 261 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. BI01010001010000000000000515BI0100001372 446.008 Sqm
262 262 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 BI01010001010000000000000515BI0100001373 50.108 Sqm
263 263 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) BI01010001010000000000000515BI0100001374 30.598 Cum
264 264 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. BI01010001010000000000000515BI0100001375 47.723 Sqm
265 265 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 BI01010001010000000000000515BI0100001376 47.723 Sqm
266 266 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) BI01010001010000000000000515BI0100001377 38.226 Sqm
267 267 Providing all materials, labours & doing 2 (two) coats snowcem of approved shade make over a coat of cement primer three coats over 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 BI01010001010000000000000515BI0100001378 273.171 Sqm
268 268 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 BI01010001010000000000000515BI0100001379 227.021 Sqm
269 269 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 BI01010001010000000000000515BI0100001380 65.771 Sqm
270 270 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 BI01010001010000000000000515BI0100001381 23.32 Sqm
271 271 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 BI01010001010000000000000515BI0100001382 23.32 Sqm
272 272 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 BI01010001010000000000000515BI0100001383 0.957 per mt
273 273 Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . BI01010001010000000000000515BI0100001384
274 274 Cement 25 KM lead BI01010001010000000000000515BI0100001385 17.289 MT
275 275 Steel 25 KM lead BI01010001010000000000000515BI0100001386 0.957 MT
276 276 Sand 10 KM lead BI01010001010000000000000515BI0100001387 50.24 Per M3
277 277 Bricks 15 KM lead BI01010001010000000000000515BI0100001388 35645 Each
278 278 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001389 17.76 Per M3
279 279 Water Supply Sanitation Installation (Plumbing work) BI01010001010000000000000515BI0100001390
280 280 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. BI01010001010000000000000515BI0100001391
281 281 i) 25mm GI. Pipe. BI01010001010000000000000515BI0100001392 20 M
282 282 ii) 15 mm GI. Pipe. BI01010001010000000000000515BI0100001393 35 M
283 283 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. BI01010001010000000000000515BI0100001394
284 284 i) 15 mm GI. Pipe BI01010001010000000000000515BI0100001395 30 PMt.
285 285 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. BI01010001010000000000000515BI0100001396 2 Each
286 286 Supplying and fixing GI fittings of approved make all complete as per direction of E/I. BI01010001010000000000000515BI0100001397
287 287 (a) Elbow 15 mm dia BI01010001010000000000000515BI0100001398 20 Each
288 288 (b)     Tee plane 15mm dia BI01010001010000000000000515BI0100001399 8 Each
289 289 (c)     Nipple 15mm dia. BI01010001010000000000000515BI0100001400 20 Each
290 290 (d)     Union Socket 25mm dia BI01010001010000000000000515BI0100001401 2 Each
291 291 (e)     Union Socket 15mm dia BI01010001010000000000000515BI0100001402 4 Each
292 292 (f)      Brass bib cock 15mm dia BI01010001010000000000000515BI0100001403 8 Each
293 293 (g)     C.I stop cock 15mm dia BI01010001010000000000000515BI0100001404 8 Each
294 294 (h)     C.I. stop cock 25mm dia BI01010001010000000000000515BI0100001405 2 Each
295 295 (i) Reducing Socket 25x15mm BI01010001010000000000000515BI0100001406 4 Each
296 296 (j)  Tee 25x25x15mm dia BI01010001010000000000000515BI0100001407 5 Each
297 297 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). BI01010001010000000000000515BI0100001408 2 Each
298 298 SEPTIC TANK and SOAK PIT BI01010001010000000000000515BI0100001409
299 299 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. BI01010001010000000000000515BI0100001410 19 PM3
300 300 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. BI01010001010000000000000515BI0100001411 2.89 PM3
301 301 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. BI01010001010000000000000515BI0100001412 4.76 PM2
302 302 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. BI01010001010000000000000515BI0100001413 1.04 PM3
303 303 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. BI01010001010000000000000515BI0100001414
304 304 (a)     19 mm thick BI01010001010000000000000515BI0100001415 1.8 PM2
305 305 (b)     12 mm thick BI01010001010000000000000515BI0100001416 9.86 PM2
306 306 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. BI01010001010000000000000515BI0100001417
307 307 (a) B/W in C.M (1:4) BI01010001010000000000000515BI0100001418 2.78 PM3
308 308 (b) B/W 75-B in (1:6) for Soak pit BI01010001010000000000000515BI0100001419 0.53 PM3
309 309 (c) Brick work in dry masonry for soak pit. BI01010001010000000000000515BI0100001420 1.88 PM3
310 310 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. BI01010001010000000000000515BI0100001421 0.37 PM3
311 311 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. BI01010001010000000000000515BI0100001422
312 312 10 mm dia BI01010001010000000000000515BI0100001423 0.04 Per MT
313 313 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. BI01010001010000000000000515BI0100001424
314 314 (a)        100mm dia H.C.I. Tee. BI01010001010000000000000515BI0100001425 1 Each
315 315 (b)       100mm dia H.C.I. Band BI01010001010000000000000515BI0100001426 1 Each
316 316 (c)        50mm dia H.C.I. Cowel BI01010001010000000000000515BI0100001427 1 Each
317 317 (d)       50mm dia H.C.I. Vent pipe BI01010001010000000000000515BI0100001428 2 Per M
318 318 (e)        100mm H.C.I. Pipe BI01010001010000000000000515BI0100001429 16 Per M
319 319 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. BI01010001010000000000000515BI0100001430 4 Each
320 320 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. BI01010001010000000000000515BI0100001431 10 Per M
321 321 Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. BI01010001010000000000000515BI0100001432 2 PM3
322 322 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 BI01010001010000000000000515BI0100001433 2 Each
323 323 Carriages of materials BI01010001010000000000000515BI0100001434
324 324 (a)     Brick –15 KM lead BI01010001010000000000000515BI0100001435 766.67 Each
325 325 (b)     Sand -10 KM lead BI01010001010000000000000515BI0100001436 1.6 PM3
326 326 (c)     Stone chips -10 KM lead BI01010001010000000000000515BI0100001437 0.43 PM3
327 327 (d) Steel 25 KM BI01010001010000000000000515BI0100001438 0.04 PMT
328 328 (d)     Cement- 25 KM lead BI01010001010000000000000515BI0100001439 0.33 PMT
329 329 Electrical Works BI01010001010000000000000515BI0100001440
330 330 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 BI01010001010000000000000515BI0100001441 20 Each
331 331 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 BI01010001010000000000000515BI0100001442 2 Each
332 332 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. BI01010001010000000000000515BI0100001443 120 M
333 333 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. BI01010001010000000000000515BI0100001444
334 334 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring BI01010001010000000000000515BI0100001445 60 M
335 335 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring BI01010001010000000000000515BI0100001446 60 M
336 336 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. BI01010001010000000000000515BI0100001447 2 Each
337 337 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 BI01010001010000000000000515BI0100001448 6 Each
338 338 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 BI01010001010000000000000515BI0100001449 2 item
339 339 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 BI01010001010000000000000515BI0100001450
340 340 PVC con 20 mm PVC pipe BI01010001010000000000000515BI0100001451 40 Each
341 341 PVC con 25 mm PVC pipe BI01010001010000000000000515BI0100001452 20 Each
342 342 Installation commissioning and testing Ceiling Fan BI01010001010000000000000515BI0100001453 2 Each
343 343 Carriage of ceiling fan and regulator BI01010001010000000000000515BI0100001454 2 Each
344 344 Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction BI01010001010000000000000515BI0100001455 5 Each
345 345 Supplying ,fitting and fixing breas batten/ angle holder including connection etc. BI01010001010000000000000515BI0100001456 2 Each
346 346 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. BI01010001010000000000000515BI0100001457 4 Each
347 347 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. BI01010001010000000000000515BI0100001458 4 Each
348 348 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. BI01010001010000000000000515BI0100001459 10 M
349 349 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 BI01010001010000000000000515BI0100001460 2 Each
350 350 Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required. BI01010001010000000000000515BI0100001461 4 Each
351 351 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 BI01010001010000000000000515BI0100001462 1 item
352 352 Compound Wall/ Boundry Wall for WTP. (938.40 M Long) BI01010001010000000000000515BI0100001463
353 353 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) BI01010001010000000000000515BI0100001464
354 354 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 BI01010001010000000000000515BI0100001465 250.87
355 355 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. BI01010001010000000000000515BI0100001466 27.84
356 356 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. BI01010001010000000000000515BI0100001467 278.7 M2
357 357 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. BI01010001010000000000000515BI0100001468 27.84
358 358 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. BI01010001010000000000000515BI0100001469 41.92
359 359 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. BI01010001010000000000000515BI0100001470 53.18
360 360 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 BI01010001010000000000000515BI0100001471 42.54
361 361 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 BI01010001010000000000000515BI0100001472 23.46
362 362 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. BI01010001010000000000000515BI0100001473 383.49
363 363 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. BI01010001010000000000000515BI0100001474 4175.88
364 364 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 BI01010001010000000000000515BI0100001475 4175.88
365 365 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 BI01010001010000000000000515BI0100001476 12.64 MT
366 366 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. BI01010001010000000000000515BI0100001477 121.99
367 367 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 . BI01010001010000000000000515BI0100001478
368 368 Cement 25 KM lead BI01010001010000000000000515BI0100001479 128.26 PMT
369 369 Steel 25 KM lead BI01010001010000000000000515BI0100001480 12.64 PMT
370 370 Sand 10 KM lead BI01010001010000000000000515BI0100001481 309.61 Per M3
371 371 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001482 163.64 Per M3
372 372 Bricks 15 KM lead BI01010001010000000000000515BI0100001483 166400 Each
373 373 Gate - 6 nos. BI01010001010000000000000515BI0100001484
374 374 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 BI01010001010000000000000515BI0100001485 20.76
375 375 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. BI01010001010000000000000515BI0100001486 1.74
376 376 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. BI01010001010000000000000515BI0100001487 17.28 M2
377 377 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. BI01010001010000000000000515BI0100001488 1.74
378 378 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. BI01010001010000000000000515BI0100001489 2.4
379 379 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. BI01010001010000000000000515BI0100001490 3.06
380 380 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 BI01010001010000000000000515BI0100001491 1.08
381 381 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 BI01010001010000000000000515BI0100001492 0.51 MT
382 382 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. BI01010001010000000000000515BI0100001493 13.2
383 383 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. BI01010001010000000000000515BI0100001494 1440 Kg
384 384 Providing two coat of painting with ready mixed paint of approved shade and make over steel surface BI01010001010000000000000515BI0100001495 36
385 385 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 . BI01010001010000000000000515BI0100001496
386 386 Cement 25 KM lead BI01010001010000000000000515BI0100001497 3.18 PMT
387 387 Steel 25 KM lead BI01010001010000000000000515BI0100001498 0.51 PMT
388 388 Sand 10 KM lead BI01010001010000000000000515BI0100001499 5.57 Per M3
389 389 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001500 6.59 Per M3
390 390 Bricks 15 KM lead BI01010001010000000000000515BI0100001501 522 Each
391 391 Infiltration Gallary BI01010001010000000000000515BI0100001502
392 392 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. BI01010001010000000000000515BI0100001503
393 393 Initial lift 1.5 M- Add Rs.10/- for additional lift of 1M Lift 0.00 to 1.50 M BI01010001010000000000000515BI0100001504 685.13 cu. m.
394 394 Lift 1.50 to 2.50 M BI01010001010000000000000515BI0100001505 390 cu. m.
395 395 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 transporta-tion, taxes and duties contractor profit and over head charges etc. (Including cost of one No. gasket for each pipe) \n(Including Carriage 350 Km) BI01010001010000000000000515BI0100001506
396 396 400 mm dia. (K9) BI01010001010000000000000515BI0100001507 32 PM
397 397 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.\n(without gasket) BI01010001010000000000000515BI0100001508
398 398 (i) 400 mm dia. (K9) BI01010001010000000000000515BI0100001509 32 PM
399 399 (ii) V-Screen Pipe 250 mm dia. BI01010001010000000000000515BI0100001510 100 PM
400 400 Dewatering the excavated trenches and pools of water in the building trenches/pipe line 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. BI01010001010000000000000515BI0100001511 4000 HP/hr
401 401 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/ semi-pervious 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. BI01010001010000000000000515BI0100001512 2702.44 Cum
402 402 Design and Supply of Apollo V- wire screen laterals Suitable for Infiltration Gallery as per site condition and detail provided. End connection suitable flange. \nDiameter - 10 Inch (250 mm)\nI.D. = 256 mm O.D. = 276 mm\nScreen thickness = 10 mm\nSlot - 1.00 mm\nMOC: Low Carbon Galvanised Steel BI01010001010000000000000515BI0100001513 100 PM
403 403 Coffer Dam BI01010001010000000000000515BI0100001514
404 404 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 to 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. BI01010001010000000000000515BI0100001515
405 405 a) For Gangway BI01010001010000000000000515BI0100001516 3040 cum
406 406 b) For Intake well BI01010001010000000000000515BI0100001517 691.24 cum
407 407 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) BI01010001010000000000000515BI0100001518
408 408 a) For Gangway BI01010001010000000000000515BI0100001519 2400 HP/hr
409 409 b) For Intake well BI01010001010000000000000515BI0100001520 6000 HP/hr
410 410 House Connection for 7527 Nos. Consumer. BI01010001010000000000000515BI0100001521
411 411 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) BI01010001010000000000000515BI0100001522 10620.6 M3
412 412 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). BI01010001010000000000000515BI0100001523 316.13 M3
413 413 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 BI01010001010000000000000515BI0100001524 534.42 M3
414 414 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) BI01010001010000000000000515BI0100001525 10161.5 M3
415 415 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. BI01010001010000000000000515BI0100001526 9371.12 sqm
416 416 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. BI01010001010000000000000515BI0100001527 112905 Mtr
417 417 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. BI01010001010000000000000515BI0100001528 7527 M
418 418 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 BI01010001010000000000000515BI0100001529 112905 Mtr
419 419 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). BI01010001010000000000000515BI0100001530 7527 Mtr
420 420 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 BI01010001010000000000000515BI0100001531 7527 Nos
421 421 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. BI01010001010000000000000515BI0100001532 7527 Nos
422 422 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. BI01010001010000000000000515BI0100001533 7527 Each
423 423 Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I BI01010001010000000000000515BI0100001534
424 424 Elbow 20 mm BI01010001010000000000000515BI0100001535 7527 Each
425 425 Elbow 15 mm BI01010001010000000000000515BI0100001536 7527 Each
426 426 Reducing Socket 20 mm BI01010001010000000000000515BI0100001537 7527 Each
427 427 Nipple 20 mm BI01010001010000000000000515BI0100001538 7527 Each
428 428 Nipple 15 mm BI01010001010000000000000515BI0100001539 15054 Each
429 429 Union Socket 20 mm BI01010001010000000000000515BI0100001540 7527 Each
430 430 Socket 15mm BI01010001010000000000000515BI0100001541 7527 Each
431 431 Socket 20 mm BI01010001010000000000000515BI0100001542 7527 Each
432 432 Carriage of materials BI01010001010000000000000515BI0100001543 7527 Job
433 433 WEIR BI01010001010000000000000515BI0100001544
434 434 Cutting of trees along with branches and their removal away from the work site and stacking the same as per specification and direction of E/I. (Measurement of girth at a height of one meter above ground level)\n BI01010001010000000000000515BI0100001545
435 435 (a) Girth above 0.50 metres but up to 0.75 metres BI01010001010000000000000515BI0100001546 2 Nos.
436 436 Jungle clearance in borrow area, building premises, flanks and slopes of the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including small roots and levelling etc. complete as per specification and direc-tion of E/I.(Specification is revised by central schedule rate committee in the meeting held on 11.01.84 in the office of Engineer-in-chief, technical examination cell, Patna.) BI01010001010000000000000515BI0100001547 796.05 M2
437 437 Earth work in excavation of foundation trenches in ordinary soil (Vide classification of soil-item A) and disposal of excavated earth so obtained (50 M. away from the edge of the trenches) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I. BI01010001010000000000000515BI0100001548 9175.88 M3
438 438 Extra for earth work in marshy soil, slush and daldal (Vide classification of soil item-F) and all complete as per specification and direction of E/I. BI01010001010000000000000515BI0100001549 3619.05 M3
439 439 Earth work in excavation of foundation trenches as per designed section in ordinary rock or soft rock (Vide classification of soil item-C) and disposal of excavated materials so obtained (50 M away from the edge of the trenches) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I. (soft rock where blasting is not required and approved by the concerned C.E.) BI01010001010000000000000515BI0100001550 5428.58 M3
440 440 Earth work in filling foundation trenches or back filling of masonary structures with pervious soil in layers not exceeding 150 mm thick, well watered, rammed and fully compacted and finally dressed with earth obtained from borrow pits beyond 150 m lead but upto 1/2 Km. with all lifts and carriage by truck including loading unloading, spreading, const-ruction and maintenance of haul road etc. as per specification and direction of E/I. BI01010001010000000000000515BI0100001551 434.44 M3
441 441 Providing and laying P.C.C. or R.C.C. (M-75) with nominal mix of (1:4:8) in various components of barrage foundation with approved quality of 40 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as of reinfocement, its cutting, bending, bind-ing and placing but including necessary tools and plants, vibrating, curing, royalty etc. complete job as per specification and direction of E/I. BI01010001010000000000000515BI0100001552 1414.54 M3
442 442 Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in superstructure of various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well reinfocement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. BI01010001010000000000000515BI0100001553 3181.51 M3
443 443 Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well reinfocement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. BI01010001010000000000000515BI0100001554 8098.88 M3
444 444 Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:11/2:3) in superstructure of various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well reinfocement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. BI01010001010000000000000515BI0100001555 298.81 M3
445 445 Providing and laying dry pitching with precast cement concrete block 600 mm x 600 mm x 300 mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing, as well as royalty all complete job as per specification and direction of E/I. BI01010001010000000000000515BI0100001556 2278.13 M3
446 446 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specification and direction of E/I. BI01010001010000000000000515BI0100001557 3029.91 M2
447 447 Providing shuttering, including strutting, proping etc. and its removal after use in various components of canal structures or embankment structures as per specification and direction of E/I. BI01010001010000000000000515BI0100001558 3041.15 M2
448 448 Providing M.S. reinforcement (plain) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S. rods in position all complete as per building specification and direction of E/I. BI01010001010000000000000515BI0100001559
449 449 12 mm TMT Fe 500 BI01010001010000000000000515BI0100001560 18.25 MT
450 450 Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. BI01010001010000000000000515BI0100001561 360 Nos.
451 451 Providing and laying clean sand in filling in foundation trenches including ramming as well as royalty etc. as per specification and direction of E/I. BI01010001010000000000000515BI0100001562 679.88 M3
452 452 Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I. BI01010001010000000000000515BI0100001563 2682.63 M3
453 453 Supplying and laying gravel filter (Size 5mm to 15mm) in filter blanket and in the toe drain (in horizontal portion) of the dam as per design, drawing including the cost of materials, royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I. BI01010001010000000000000515BI0100001564 1182.43 M3
454 454 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) BI01010001010000000000000515BI0100001565 14400 HP/hr
455 455 Supply of MS sheet piles (ISPS 1421 Z) with wastage and C.P. 400x185x8mm BI01010001010000000000000515BI0100001566 255.12 MT
456 456 Driving M.S. sheet piles (manually/mecha-nically) by hammer and/or monkey includ-ing drlling holes and welding of piles as necessary and cutting sheet piles accord-ing to requirement at site staging, scaffold-ing, supply of all equipments including carriage of equipments upto work site by truck, carts and head load etc. as per specification and direction of E/I. but the excluding the cost of sheet pile including two coats of paint etc. all complete. BI01010001010000000000000515BI0100001567 2194.54 M2
457 457 400 mm inner dia wide opening M.S. Pipe (10 mm thick) including carriage BI01010001010000000000000515BI0100001568 60 Per M
458 458 Mild Steel High Pressure Ductile Iron Sluice Valves (400 mm dia) without bypass arrangement PN- 1 BI01010001010000000000000515BI0100001569 16 Nos.
459 459 Carriage of Materials BI01010001010000000000000515BI0100001570
460 460 Cement 25 KM lead BI01010001010000000000000515BI0100001571 4341.18 MT
461 461 Steel 25 KM lead BI01010001010000000000000515BI0100001572 16.37 MT
462 462 Sand 10 KM lead BI01010001010000000000000515BI0100001573 7220.38 Per M3
463 463 Stone/Stone Chips 10 KM lead BI01010001010000000000000515BI0100001574 13150.4 Per M3
464 464 Boulder 15 KM lead BI01010001010000000000000515BI0100001575 2582.63 Per M3
465 465 RAILWAY CROSSING BI01010001010000000000000515BI0100001576
466 466 Manufacturing, providing and supplying spirally welded/ ERW/SAW/fabricated M.S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including all taxes (Central and local), railway freight, insurance unloading from railway wagon, loading into truck, transport to stores/ site, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).\n BI01010001010000000000000515BI0100001577
467 467 (A) 323.9 mm dia (O.D.). Thickness of pipe 9.50 mm (For Casing of Distribution Pipe Line Dia. 100 mm.). BI01010001010000000000000515BI0100001578 30 M
468 468 (B) 355.7 mm dia (O.D.). Thickness of pipe 9.50 mm (For Casing of PWRM Pipe Line Dia. 250 mm.). BI01010001010000000000000515BI0100001579 42 M
469 469 (C) 323.90 mm dia (O.D.). Thickness of pipe 9.50 mm (For Casing of Distribution Pipe Line Dia. 100 mm.). BI01010001010000000000000515BI0100001580 22 M
470 470 (D) 355.7 mm dia (O.D.). Thickness of pipe 9.50 mm (For Casing of PWRM Pipe Line Dia. 200 mm.). BI01010001010000000000000515BI0100001581 46 M
471 471 (E) 323.90 mm dia (O.D.). Thickness of pipe 9.50 mm (For Casing of Distribution Pipe Line Dia. 150 mm.). BI01010001010000000000000515BI0100001582 46 M
472 472 Pushing of M.S. pipes of following dia for road crossing and Railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter below 3 m depth including lowering, laying, jointing of M.S. casting pipe including cost of labour, fuel and material, required welding machinery, tripod, chain pulley block crane, blower, etc. trasportation and dewatering etc. complete as directed by Engineer in charge but excluding cost of M.S. pipe.\n BI01010001010000000000000515BI0100001583
473 473 (a) 200 mm dia to 499 mm dia M.S. pipe BI01010001010000000000000515BI0100001584 186 Rmt
474 474 Providing and applying graphite of apprived prime of first inferol 49 W emaline 05/ 58 pipe cost or any other equivalent approved pait to the internal surface of pie line at sight.\n BI01010001010000000000000515BI0100001585
475 475 1) For 355.70 mm Dia. BI01010001010000000000000515BI0100001586
476 476 2) For 323.90 mm Dia. BI01010001010000000000000515BI0100001587
477 477 First Coat BI01010001010000000000000515BI0100001588 197.76 Sqm
478 478 Second Coat BI01010001010000000000000515BI0100001589 197.76 Sqm
479 479 Operation & Maintenance for Five years BI01010001010000000000000515BI0100001590
480 480 O/M work with Labour component & Materials for 1st Year BI01010001010000000000000515BI0100001591
481 481 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001592 1.04411e+06 PKL
482 482 O/M work with Labour component & Materials for 2nd Year BI01010001010000000000000515BI0100001593
483 483 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001594 1.04411e+06 PKL
484 484 O/M work with Labour component & Materials for 3rd Year BI01010001010000000000000515BI0100001595
485 485 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001596 1.04411e+06 PKL
486 486 O/M work with Labour component & Materials for 4th Year BI01010001010000000000000515BI0100001597
487 487 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001598 1.04411e+06 PKL
488 488 O/M work with Labour component & Materials for 5th Year BI01010001010000000000000515BI0100001599
489 489 As per SBD Section - 5 Clouse 9.10 BI01010001010000000000000515BI0100001600 1.04411e+06 PKL
490 490 Add GST @ 12% BI01010001010000000000000515BI0100001601 1 Per Job
491 491 Add Labourcess @ 1% BI01010001010000000000000515BI0100001602 1 Per Job
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