Pey Jal Nigam Uttarakhand Tender

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Pey Jal Nigam Uttarakhand Tender

Civil And Construction
Pipe Line Project
Eprocure
Opening Date30 Nov 2022
Closing DateCancelled
Tender AmountRefer Documents 
Notes
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Costs

Summary

Pathur Akra G.o.v Pumping Water Supply Scheme

Description

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BOQ Items

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Supply, Carting (site store to trench) , Painting , lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line by welding for making up lengths as required for proper completion of work of following grade & sizes ((Excluding cartage from Rail Head to site store.) MS ERW Pipe Yst 210

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100 mm dia 4.8 mm thick

2124

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Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches.

13485

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Same as item No. 5.1 above but excavation in decomposed, weathered or soft rock by blasting or by drawbars, pickaxes etc. or by both methods, including supply of all materials, labour, T&P etc.

1722

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Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil.

16

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Survey, design, supply carting, laying & jointing of G.I.(M) class pipe by socketing for Supply Main/ Feeder Main/Distribution System of following sizes including provision of specials and other appurtenant works such as scouring arrangement at suitable locations by fixing tee etc. complete and also testing & commissioning of laid pipeline including supply of all materials, labour, T&P etc. complete. G.I. (Medium Quality) As per IS 1239 Part I : 2004

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15 mm dia

5130

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20 mm dia

7720

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25 mm dia

11722

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32 mm dia

13262

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40 mm dia

2702

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50 mm dia

1958

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65 mm dia

1427

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80 mm dia

821

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100 mm dia

1994

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Supply and fixing of the following fittings including cartage of materials, labour, T & P etc complete as per direction of Engineer-In-Charge.but excluding the cost of excavation and chamber. G.M. Wheel valves (Class I) as per IS 778/1971

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25 mm dia

1

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32 mm dia

3

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50 mm dia

4

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80 mm dia

3

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C. I Air Valve (Screwed) 15 mm dia

2

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Supply, cartage and fixing of following size of Sluice Valve/Reflux valves/Double Ball Air Valve including carting the same up to site of work and fixing the same in water supply lines including cost of valves, specials, labour an T&P complete in all respect as per direction of Engineer-In-Charge.

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100 mm dia. Cast steel Sluice / Scour Valve, W.P. 50 Kg/cm2

2

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100 mm dia. Cast steel Reflux / Swing Check Valve, W.P. 50 Kg/cm2

2

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50 mm dia. Cast steel Double Ball Air Valve Flanged type, W.P. 25 Kg/cm2

4

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Construction stone masonry Wheel Valve / Air valve chamber 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement as per departmental desing & drawing in direction of engineer in charge.

21

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Supply of all materials, labour, T & P etc. and Construction of Thrust Block as per type design complete (1 in 200 m length Pipeline)

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Size of Anchor Block - 1.2 m x 1.2 m x 1.5 m

10

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Supply of all materials, labour T&P etc complete and construct pump house at MPS (5.5 M X 5.0 M X 4.5 M) size as per approved designed & drawing including all necessary arrangements.

1

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Provision of 1.5 m high Boundary Wall at MPS in brick masonry including supply of all materials, labour, T&P etc. complete as per departmental desing & drawing in direction of engineer in charge.

40

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Supply & Fixing Iron Gate with Pillers of Size 1.00 m wide (Clear Size) including locking arrangement including Supply of all accessories fixing arrangement in all repect complete as per departmental desing & drawing in direction of engineer in charge.

120

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Supply of all materials , labour and T & P etc. and construction of R.C.C Clear Water Reservoir of following capacity in K.L as per type design and drawing including fixing of pipes and fittings including cartage of materialls etc.

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60.00 Kl capacity clear water Sump at TOP CWR

1

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60.00 Kl capacity clear water Sump at MPS

1

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60.00 Kl capacity clear water reservoir

1

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17.50 Kl capacity clear water reservoir

1

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15.00 Kl capacity clear water reservoir

1

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10.00 Kl capacity clear water reservoir

1

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Supply & Fixing of 25 litre capacity M.S Bucket Type Chlorinator of standard size with glass wooling including supply of all labour material T&P etc complete as per direction of Engineer-In-Charge.

1

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Supply & Fixing an Iron Board and Printing on it as well as writing the details of Work on it as per direction of Engineer-In-Charge.

1

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Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.

171

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Providing and fixing brass ferrule 15mm dia. nominal bore for domestic connections.

171

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Providing and fixing of PTMT bib cock 15 mm dia. nominal bore for domestic connections.

171

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Dismantling of cement concrete road pavement for laying different sizes of pipes, stacking the serviceable materials and disposal of waste materials upto a distance of 50 m including supply of materials, labour, T&P etc. complete.

0.38

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Random rubble stone masonry in 1:6 cement and local sand mortar for protection work on pipe line, treatment site & where ever required as per site requirement including supply of all materials T&P etc required for proper completion of work as per direction of Engineer-In-Charge.

62

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Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc required for proper completion of work as per direction of Engineer-In-Charge

41

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Providing & laying PCC 1:2:4 in cement, coarse sand and 20 mm gauge approved stone ballast, including supply of all materials, labour , T&P required for proper completion of work as per direction of Engineer-In-Charge.

4.5

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

4.34

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Design, Supply of all materials, labour, T&P. etc to construct a water treatment plant (WTP) to treat 0.20 MLD water based on rapid gravity filtration. The design of filter plant has to be done on the based on CPHEEO manual for Water Supply and Treatment. The filter plant should consists of inlet chamber, flow measuring device, presettling tanks (1 units), mixing units, flocculation unit, secondary settling tank (1 units), rapid gravity filter (minimum 2 filter beds), clear water chamber including all piping, valves, RCC back wash tank, double storey building (minimum 30 sqm) one floor will be used for office and other floor will be used for chemical room). Each floor height should be minimum 3.30 m. The work also include 60 cm apron and 15 cm semicircular PC drain all around all units and including overall drainage of water treatment campus upto outside 5 m of campus boundary. The work should also include internal electrification of all units as well as external electrification as per requirement of site. The work also include 1 m inter connecting RCC/CC path ways to all units as per site requirement. The work also include necessary excavation as per requirement and development of water treatment plant and disposal of surplus earth from site of work to suitable available place but excluding the cost of protection works, boundary wall and gates, which will be executed separately as per approved layout and design of treatment plant. The contractor is advised to inspect the site of work. No excuse and request to change the site, rates and demand of extra rates will be entertained at later stage.

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MPS- Centrifugal pumps (460 LPM discharge at 460 Mts. head.)

2

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Electric Motor

2

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Base Plate

2

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Starter

2

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Control Panel as per site requirement

1

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150 mm² 3½ core Al Conductor Armoured cable of 1.1 KV grade.

60

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50 mm² 3 core, Cu Submersible cable 1.1 KV grade.

100

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Jointing materials

1

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Double Loop Earthing As per site requirement

1

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Main piping & valves as per site requirement

1

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Pressure Gauges

2

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Tools as per site requirment

1

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HOT Crane

1

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Supply of rubber resistance sheet of size 1m x 2m x 0.025m

2

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Installation & Commissioning of above Pumping Plants .

1

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Testing of Pumps At works

1

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Testing of Pumps At Site

1

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Transformer-250 KVA

2

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Cost of Internal & external electrification

1

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H.T Panel

1

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Earthing of all Transformer & HT Panels

1

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HT cable Jointing kit outdoor type / Indoor type

3

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Fencing of transformer

1

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XLPE,3 Core, 70 mm sq. H.T. alumuniam armoured cable

80

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Automation- GSM based RTU

1

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GSM based wireless communication hardware

1

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Intelligent Energy meters

2

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Valve Actuator for 100 mm dia valve.

2

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Actuator Panel

2

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Hard wired timer circuit for actuator

2

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Pressure Transmitter

2

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Level transmitter of 10 mt range

1

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Isolation Transformer

1

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Over voltage and under voltage trip protection

2

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Electromagnetic Flow meter for line sizes of 100 mm NB size

1

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2 Core x 1.5 sqmm PVC coated flexible screened cable.

75

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4 C x 1.5 sq mm PVC coated flexible unscreened Cu cable.

75

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10C x 1.5 sq mm PVC coated flexible unsreened Cu cable.

50

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Conduit pipe 1” PVC

20

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Conduit pipe 1.5” PVC

15

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Accessories

1

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Erection commissioning of all instruments and customization of software.

1

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O&M- After testing & commissioning of scheme running & maintenance of scheme by running pumping plant for 8 hrs per day (for a period of 6 months or complete Distribution line testing of civil works which over later ) including supply of skilled O&M staff, account maintenance including supply of all materials, labour, T&P etc. complete but excluding electricity charges for pumping of water.

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