Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Oct 2024
Closing Date22 Oct 2024
Tender Amount₹ 17,00,000 
Notes
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Costs

Description

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BOQ Items

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Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38

51

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Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.

19

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Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

1330

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Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

39

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Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.

195

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Towards cost of Geophysical investigation survey charges.

1

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Supply and delivery of 200mm dia of (Casing medium) PVC casing plain pipe including cost and conveyance at site etc., complete as per standard specification `

18

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Supply and delivery of 150mm dia of (Casing medium) PVC casing Slotted pipe ( Company Slots) including cost and conveyance at site etc., complete as per standard specification ISI make

60

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Supply and delivery of 150mm dia of (Casing medium) PVC casing plain pipe including cost and conveyance at site etc., complete as per standard specification `

102

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Drilling of 200mm dia bore wells any where is chengalpattur district including tranportion from one place to aother place with in this district in alluvial soil or sedimentrary starata using rotary rig by first drilling a pilot bore of 150 mm dia by direct rotary mud circulation method using contractors rig tool fuel, labour drillng bentonite mud and water required for drilling,

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Drilling 150mm dia pilot bore to the required depth Below ground level.

60

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Drilling 150mm dia pilot bore up to 60 m to 90 m from Ground level.

30

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Drilling 150mm dia pilot bore up to 90 m to 120 m from Ground level.

30

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Drilling 150mm dia pilot bore up to 120m to 150 m from Ground level.

30

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Drilling 150mm dia pilot bore up to 150m to 180 m from Ground level.

30

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Supply and delivery of 200mm dia(8”) PVC end cap including cost and conveyance etc., complete

1

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Reaming from 150mm dia pilot bore to 200mm dia size bore as directed by the Departmental Officer, to the required depth up to 60 from Ground level

18

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Labor charges for inserting the P.V.C. casing pipes assembly with slots (or) without slots in the drilled holes including joining the pipes etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the Municipal Engineer excluding cost of casing pipe etc., complete 200mm dia PVC casing pipe

180

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Charges for developing the bore wells with Air Compressor 600cfm (Minimum 8 hours) including transportation labor and fuel charges for Compressor as directed by the Departmental Officer and conducting yield test by “V” notch method.

8

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Supply and Fixing of 5 HP Motor Submersible Pump set ISI mark IS 8034Without panel board 75LPM and 60M Head including Fixing Charges and all Charges etc. Complete.(Rate with TNVAT @4% on Basic cost Excise Duty)

1

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Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/Three Phase/50HZ(± 5%) and 415 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately).

1

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Supply and Delivery of 4 Sqmm PVC insulated and Sheathed 3 Core flat type copper cable confirming to IS 694/1990 Including all charges with excise duty and handling charges etc

170

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Towards Labour Charges for the errection of Submersible pump set in bore well including fixing and jointing submersible cable with proper clamps up to the starter to riser pipes to the required depth valves erection clamps, pressure gauge up to the exterior of panel board consisting of TPICN switches starter ,Volt meter, Ammeter, three pilot (indicating) Lamps capacitor single Phasing preventor,water level guard and laying and jointing the cables and twin earthing as per IE rules etc., Complete and testing the pump set and trail run for 10 days 2 HP Plat form All round

1

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Supply and run off 4 to 6 Sq.mm polythene insulator and PVC sheathed (Heavy Duty) service meter Aluminium cable of 1100 V grade on bearer wire for servive connection mains (TWAD Sl.no.12.0)

30

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Supply, delivery and fixing of the following ISI make water supply materials including all labour charges etc., complete

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MS Pipe clamp set (TWAD S.No.5.1)

8

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2" dia pvc bend (SOR Sl.No.395C)

8

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2" dia G.I Elbow (TWAD S.No.5.2)

8

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2" dia G.I Union (TWAD S.No.5.2)

8

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2" dia gate valve (TWAD S.No.5.2)

2

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2" U Pvc Pipe (TWAD)

174

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2" dia pvc pipe (SOR Sl.No.394)

120

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2" dia pvc Tee (SOR Sl.No.395D)

8

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3/4" dia G.I Tee (TWAD S.No.5.2)

8

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3/4" dia G.I Elbow (TWAD S.No.5.2)

8

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3/4" dia Pvc Tap (SOR S.No.160)

10

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3/4" dia GI Coupler (TWAD S.No.5.2)

8

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saddle piece (TWAD S.no.5.1b)

8

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Supply and delivery and fixing of HDPE tank 2000 litres capacity as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixnig charges as directed by TWAD Board officers etc.,

1

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Construction of Brick work for HDPE tank with Pcc in 1:2:4 and Brick work CM:15 using II class ground moulded brick in size of 8 3/4 x 4/2 x 3/4, Earth filling, plastering CM 1:5 20mm thick, painting, etc., complete

1

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Supply and fixing of 25mm G.I. service pipe with bend including cost and conveyance etc., complete., as per standard specification as directed by the departmental officers

6

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Supply and fixing of 0.75 x 0.75 x 0.45 size made up with MS angle and plats of a kiosk erected on a masonary pedsal for protecting accessories etc., complete complying with standard specification.

1

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Providing painting and lettering over the PVC tank for the work details as per instrution given by the departmental officers etc., complete complying with standard specification.

1

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