Pey Jal Nigam Uttarakhand Tender
Take tender evaluation notes for Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Eprocure
Opening Date
13 Feb 2019Closing Date
1 Mar 2019Tender Amount
₹ 8,14,90,226Costs
EMD
₹ 18,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Jethai Gov Pumping Water Supply Scheme
Description
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Contact
Tender Id
2019_MDPEY_15421_1Bid Award Id
ViewTender No
Camp/ 03 Dehradun Dated 08/02/2019Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://http://peyjal.uk.gov.in/
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Documents
BOQ Items
From Infiltration well to IPS I, IPS I to IPSII, IPS II to IPS III :-150 mm dia., 4.4 mm thick
7050
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From IPS III to Top CWR Jethai village :-100 mm dia., 4.0 mm thick
3650
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200 mm dia., 4.8 mm thick
100
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Painting of API Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer)
9200
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Survey, design (The contractor has to survey the site, take levels with total station, measure the length of pipe with metalic tape on prescribed alignment and submit the design of rising main for checking the thickness of pipe before ordering for supply of pipe.On completion of this work, the laid length of pipe will be deemed eligible forsupply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor) supplying, carting, laying & jointing of Feeder / Supply Main/Distribution main of following size of G.I. (Medium/Heavy) pipe confirming to IS 1239 Part I : 2004 including provision of specials and other appurtenant works such as fixing of air valve, sluice valve etc. at suitable points including making scouring arrangement at suitable locations by fixing tee & gate valve etc. complete and also testing & commissioning of laid pipeline including supply of all materials, labour, T&P etc. complete.
-
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25 mm G.I Medium class
16100
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32 mm G.I Medium class
15200
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-
40 mm G.I Medium class
3950
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50 mm G.I Medium class
2800
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65 mm G.I Medium class
140
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-
80 mm G.I Medium class
10
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Excavation of earth for Pipe Line trenches of Clear Water Rising Main and Feeder / Supply Main in following strata requiring the use of special T&P such as Pick Axes, Sabbals etc. or by blasting or by crow bars with a lift up to 1.5 m and lead upto 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth upto a distance of 60 m from the trenches including supply of all materials, labour, T&P etc. complete assuming that 90% Pipeline is laid in trenches & also it is estimated that 75% trenches will be in soil mixed with shingle, bazri, boulder and rest of 25% will be in medium rock
-
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Soil mixed with boulder and bajri
13384
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Medium Rock
4461
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Design, testing bearing capacity of soil and construction of M 30 grade R.C.C. semi-sunk Sump cum Clear Water Reservoir of following capacity in K.L. including supply of necessary scaffolding, shuttering and other accessories alongwith construction of valve chambers, fixing of inlet and outlet pipes, making bye pass arrangement & fixing of lightening conductor & M.S. Manhole Cover, supply and fixing of M.S. Steel Ladder outside and inside the tank and fixing of railing around top dome as per approved design of R.C.C. tank in latest IS codes including painting with plastic emulsion paint and also connection with the existing network alongwith carting of all materials including supply of all materials, labour, T&P etc. complete.
-
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-
20 K.L. at IPS I & IPS II
2
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-
175 KL at IPS III
1
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-
100 K.L. at Top CWR
1
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-
Design, testing bearing capacity of soil (For CWR more than 30 KL capacity only) and construction of M 30 grade R.C.C. semi-sunk circular Service Reservoir of following capacity and other appurtenant works including supply of necessary scaffolding, shuttering and other accessories alongwith construction of valve chambers, fixing of inlet and outlet pipes, making bye pass arrangement & fixing of lightening conductor & M.S. Manhole Cover, supply and fixing of M.S. Steel Ladder outside and inside the tank and fixing of railing around top dome as per approved design of R.C.C. tank in latest IS codes including painting with plastic emulsion paint and also connection with the exsiting network alongwith carting of all materials including supply & fixing of Bucket Type Chlorinator 25 L capacity on top of reservoir including supply of all materials, labour, T&P etc. complete.
-
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2.0 KL
2
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-
3.0 KL
2
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-
5.0 KL
4
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-
7.5 KL
3
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-
10.0 KL
3
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-
12.5 KL
1
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15.0 KL
2
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Design & testing bearing capacity of soil ,construction of Pump House of following size made up of Brick masonry with R.C.C. flat / slope roof at each pumping station i.e. IPS and Infiltration well including painting with delux multi surface paint and other appurtenant works including construction of foundation of pumps and cable trench from transformer to pump house including internal electrification complete as per approved design & drawing including supply of all materials, labour, T&P etc. complete including cartage of materials
-
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-
Pump House (Size 6.0 m x 5 m x 4.0 m)
3
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-
Design, testing bearing capacity of soil for construction of Staff Quarter of Type I in Ground floor (Plinth Area – 43.00 Sqm) made up of Brick masonry with R.C.C. framed structure with extra provision for providing for stair case flat roof including painting with delux multi surface paint and other appurtenant works including construction of septic tank and soak pit at IPS site as per approved design & drawing including supply of all materials, labour, T&P etc. complete including cartage of materials
3
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-
Provide all materials, labour, T & P for Construction of Full brick Boundary Wall 1.5 m high with 23cm x 23 cm brick masonry pillar every meter and 30 cm below ground level , with plaster in 1:4 cement and sand mortar all over and three or more coats of acrylic smooth exterior paint complete at Intermediate Pumping Stations
200
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-
Provide all materials, labour, T & P for Construction of 3.60 m wide MS Iron Gate (weight not less than 250 kg.) with two nos. 2- brick thick brick masonry Pillars 2.00 m high and 30 cm below ground level in 2 and half brick masonry over 10 cm thick PCC 1:4:8 ( 1 cement, 4 sand and 8 stone aggregate). Pillars to plastered all over in 1:4 Cement and Sand mortar , complete with two or more coats of synthetic enamelled paint over a coat of steel primer on steel work and acrylic smooth exterior paint for pillars.
4
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-
Provision of Barbed Wire Fencing through angle iron posts of size 50x50x6mm and height of post 1.8m weight of wire not less than 9.38 kg per 100m and spacing of row 15 cm c/c barbed wire shall be cross diagonaly of post around the water works site on the top of Boundary Wall as per specifications
200
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-
Supply and fixing of following size of heavy duty Cast Steel Sluice / Scour / Gate Valve confirming to API 600 for Clear Water Rising Main including cartage of materials
-
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100 mm dia WP 15 kg/sqcm
5
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150 mm dia. WP 15 kg/sqcm
4
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100 mm dia WP 30 kg/sqcm
2
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150 mm dia. WP 30 kg/sqcm
4
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100 mm dia WP 50 kg/sqcm
1
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150 mm dia. WP 50 kg/sqcm
2
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Supply and fixing of following size of heavy duty Cast Steel Reflux Valve (Swing Check Type) confirming to API 6D for Clear Water Rising Main including cartage of materials.
-
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100 mm dia WP 15 kg/sqcm
1
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150 mm dia. WP 15 kg/sqcm
3
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100 mm dia WP 30 kg/sqcm
2
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150 mm dia. WP 30 kg/sqcm
4
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100 mm dia WP 50 kg/sqcm
1
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150 mm dia. WP 50 kg/sqcm
2
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Supply and Fixing of following Cast Steel Scour Valves as per standard specifications
-
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100 mm dia WP 15 kg/sqcm
5
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150 mm dia. WP 15 kg/sqcm
4
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100 mm dia WP 30 kg/sqcm
2
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150 mm dia. WP 30 kg/sqcm
4
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100 mm dia WP 50 kg/sqcm
1
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150 mm dia. WP 50 kg/sqcm
2
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Supply and fixing of following size of Air Valve confirming to API Standard including cartage of materials.For Clear Water Rising Main
-
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-
80 mm dia. heavy duty Cast Steel Double Orifice type WP 15 kg/sqcm
4
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80 mm dia. heavy duty Cast Steel Double Orifice type WP 30 kg/sqcm
4
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80 mm dia. heavy duty Cast Steel Double Orifice type WP 50 kg/sqcm
3
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Supply and fixing of Air Valve For Feeder Main / Supply Main20 mm dia. Single Large Orifice type WP 15 kg/sqcm
49
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-
Supply and fixing of following size of Wheel / Gate Valve as per IS 778 : 1997 & IS 14846 : 2000 for Feeder Main / Supply Main including cartage of materials.
-
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25 mm dia (PN 1.0 / 1.6)
11
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32 mm dia (PN 1.0 / 1.6)
6
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40 mm dia (PN 1.0 / 1.6)
2
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-
50 mm dia (PN 1.0 / 1.6)
3
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65 mm dia (PN 1.0 / 1.6)
1
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-
80 mm dia (PN 1.0 / 1.6)
1
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Supply of all materials, labour, T & P etc and construction of R.C.C M20 grade sluice /Reflex/Scour /Air valve chamber as per type, design of size (1 m x 1 m x 1 m)
60
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-
Constructing masonry Chamber in following size with C.R stone masonary 1:6 cement sand mortor (1 cement :6 coarse sand)and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design of size (0.60mx0.60mx0.60m). (in supply main, distribution system)
73
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Supply of all materials, labour, T & P etc and construction of RCC M 20 grade Break Pressure Tank (BPT )as per departmental type design .
2
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-
Construction of Anchor Block in R.C.C. 1:1.5:3 with necessary reinforcement along the alignment of Clear Water Rising Main including supply of all materials, labour, T&P etc. complete as per type design as per direction of engineer incharge including cartage of materials. size of thrust block at spacing of 100 m each from pump to half length of top CWR
-
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Size (1.0 x 1.5 x 1.5 m)
24
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Size (1.5 x 1.0 x 1.0 m)
24
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Size (1.0 x 1.0 x 1.0 m)
42
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Size (1.0 x 0.5 x 1.0 m)
12
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Construction of 3m wide Approach Road from motor road to pump House including with protection /retaining wall including all materials , labour T & P requred for proper movements of vehicles etc complete.
100
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Construction of protection works for Site Development, Infiltration well Clear Water Rising Main, Sump cum Clear Water Reservoir, Pump House, Staff Quarter, Service Reservoir, Feeder / Supply Main etc. as per site conditions wherever necessary as follows :-Excavation in following strata for foundation requiring the use of special T&P such as Pick Axes, Sabbals etc. or by blasting or by crow bars with a lift up to 1.5 m and lead upto 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth upto a distance of 60 m including supply of all materials, labour, T&P etc. complete including cartage of materials
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All kind of soil
600
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Medium Rock
150
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Cement concrete with 40 mm gauge stone ballast, local sand and cement in proportion of 8:4:1 in foundation including supply of all materials, labour, T & P etc. complete
50
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Cement concrete with 20 mm gauge stone ballast, local sand and cement in proportion of 4:2:1 in foundation including supply of all materials, labour, T & P etc. complete
31
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Random Rubble Stone Masonry in 1:6 cement and sand mortar including supply of all materials, labour, T&P etc. complete.
375
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Random Rubble Stone Masonry laid dry including supply of all materials, labour, T&P etc. complete.
400
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PART - B ( E & M WORKS) INFILTRATION WELL:
Submersible Pump-Motor Set (600 LPM, 180 M Head)
2
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Starter
2
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Main Switch
1
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Control Panel
1
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Power Wiring & Earthing Material
1
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Main Piping & Valves
1
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GAUGES
1
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Chain Pulley Block (2 Tonne capacity)
1
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IPS-I (DUNGIDHAR):
Centrifugal Pump (600 LPM, 370 M Head)
2
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Electric Motor
2
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Main Switch
1
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Base Plate
2
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Fully Auotomatic Auto Transformer Starter
2
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Control Panel
1
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Power Wiring & Earthing Material
1
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Main Piping & Valves
1
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GAUGES
1
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H.O.T. Crane (3 Tonne capacity)
1
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IPS-II (BELOW NAUGAON):
Centrifugal Pump (600 LPM, 390 M Head)
2
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Electric Motor
2
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Main Switch
1
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Base Plate
2
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Fully Auotomatic Auto Transformer Starter
2
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Control Panel
1
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Power Wiring & Earthing Material
1
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Main Piping & Valves
1
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GAUGES
1
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H.O.T. Crane (3 Tonne capacity)
1
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IPS-III (SIMTOLI):
Centrifugal Pump (350 LPM, 370 M Head)
2
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Electric Motor
2
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Main Switch
1
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Base Plate
2
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Fully Auotomatic Auto Transformer Starter
2
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Control Panel
1
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Power Wiring & Earthing Material
1
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-
Main Piping & Valves
1
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GAUGES
1
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Chain Pulley Block (2 Tonne capacity)
1
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Tools
4
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SITC of 2 Nos. 150 KVA Servo Voltage Stabilizer for IPS-I & II and 75 KVA Servo Voltage Stabilizer for I/W & IPS-III
1
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-
Fire Extinguisher System (6 Kg)
4
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Supply of material i.e. steel almirah, table etc.
4
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Rubber Resistance Sheet (1×2×0.015 M)
8
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Installation & commissioning of Pumping Plants & related acceessories.
4
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Testing : At Works
4
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At Site
4
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Painting
4
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Carting
1
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Maintenance (Six Months)
4
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