Pey Jal Nigam Uttarakhand Tender

View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender

Pey Jal Nigam Uttarakhand Tender

Works

Civil And Construction

Eprocure

Bageshwar, Uttarakhand

Opening Date19 Jul 2022

Closing Date3 Aug 2022

Tender Amount₹ 9,27,50,000

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Costs

EMD
₹ 18,55,000
Document Cost
₹ 5,900
Tender Fee
Refer Documents

Summary

Tarmoli G.o.v.( Pumping ) Water Supply Scheme.

Description

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Tender Id
2022_MDPEY_46869_1
Bid Award Id
View
Tender No
1368/NIVIDA QUOTATION/57, DATE 15/07/2022
Tender Authority
Pey Jal Nigam Uttarakhand View
Purchaser Address
-
Website
http://http://peyjal.uk.gov.in/

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Documents

Tender Notice-1960.3 kBTendernotice_1.pdf

Scan copy of NIT

BOQ-1364.5 kBBOQ_55765.xls

Bill Of Quantities

Document-214.6 MBTARMOLISBD.pdf

Tender Documents

Document-147.0 kBTender_Detail_2022...Tender_Detail_2022_MDPEY_46869_1.html

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BOQ Items

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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 Rising main of following size & thickness of M.S. ERW (YST 210) Pipes by welding with approved quality ISI marked electrodes of Adwani or Adore make confirming to ISO 3183 : 2007 & IS 816 : 1969 including painting of pipe from inside and outside with anti corrosive paint in two coats and other appurtenant works such as fixing of air valve, sluice valve, reflux valve 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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100 mm dia., 7.1 mm thick (IPS 1 to IPS2 & IPS 2 to Top CWR)

Quantity9000

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125 mm dia., 4.0 mm thick (IW to IPS 1)

Quantity1700

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150 mm dia., 4.0 mm thick (For Header)

Quantity30

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Painting of ERW Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer)

Quantity8200

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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. G.I Medium class

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15 mm

Quantity300

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20 mm

Quantity300

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25 mm

Quantity18000

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32 mm

Quantity3500

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40 mm

Quantity7500

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65 mm

Quantity300

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80 mm

Quantity200

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100 mm

Quantity50

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Excavation of earth for Pipe Line trenches of Clear Water Rising Main and Feeder / Supply Main / Distribution pipe line 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.

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Soil mixed with boulder and bajri

Quantity10200

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Medium Rock

Quantity3400

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Design & 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 by pass arrangement & M.S. Manhole Cover, supply and fixing of M.S. Steel Ladder as per approved design of R.C.C. tank in latest IS codes including painting with plastic emulsion paint and also all connection alongwith carting of all materials including supply of all materials, labour, T&P etc. complete.

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4.0 KL

Quantity1

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15 K.L. Sump At IPS I & IPS II

Quantity2

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20 KL

Quantity1

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35 K.L. at Top CWR

Quantity1

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45 KL

Quantity1

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Supply & fixing of Bucket Type Chlorinator 25 L capacity on top of service reservoir including supply of all materials, labour, T&P etc. complete.

Quantity5

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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 4.5 m)

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Construction of Duty room with toilet and store of size 3.0m x 2.50m x 2.70m in RCC framed structure and brick masonary wall with RCC roof and septic tank, soak pit, internal water supply, sanitation and electrification works including all materials, labour, T& P etc. complete as per drawing and direction of the Engineer in charge.

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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

Quantity200

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Provide all materials, labour, T & P for Construction of M/S Iron Gate 03 nos.with M.S. work in heavy size such as build up gates doors and frames with two nos. 2- brick thick brick masonry Pillars 2.00 m high and 30 cm below ground level in 2 and 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. (Area will be excluding pillars)

Quantity12

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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

Quantity200

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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

Quantity5

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100 mm dia WP 30 kg/sqcm

Quantity4

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100 mm dia WP 50 kg/sqcm

Quantity4

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125 mm dia WP 15 kg/sqcm

Quantity1

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125 mm dia WP 30 kg/sqcm

Quantity1

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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

Quantity2

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100 mm dia WP 30 kg/sqcm

Quantity4

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100 mm dia WP 50 kg/sqcm

Quantity4

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125 mm dia WP 15 kg/sqcm

Quantity1

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125 mm dia WP 30 kg/sqcm

Quantity1

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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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50 mm dia. heavy duty Cast Steel Double Orifice type WP 15 kg/sqcm

Quantity3

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50 mm dia. heavy duty Cast Steel Double Orifice type WP 30 kg/sqcm

Quantity4

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50 mm dia. heavy duty Cast Steel Double Orifice type WP 50 kg/sqcm

Quantity4

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Supply and fixing of following size of Air Valve 20 mm dia. Screwed. As IS 778 Class -1. or Feeder Main /Distribution pipe

Quantity21

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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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20 mm dia

Quantity8

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25 mm dia

Quantity16

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32 mm dia

Quantity8

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40 mm dia

Quantity10

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65 mm dia

Quantity3

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80 mm dia

Quantity1

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100 mm dia

Quantity1

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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)

Quantity40

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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)

Quantity50

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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 .

Quantity4

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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 1.0 x 1.5 m)

Quantity20

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Size (1.0 x 0.5 x 1.0 m)

Quantity55

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Making Anchoring arrangement of open pipe using M.S. Tor bar 10 to 12 mm dia with Construction of concrete Block in R.C.C. 1:1.5:3 along the alignment of of G.I.pipe of following size in supply main and distribution system including supply of all materials with carting, labour, T&P etc. complete as per type design as per direction of engineer incharge.

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Up to 32 mm

Quantity100

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40 mm to 65 mm dia

Quantity100

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S/F of ITRON / ACTARIS Bulk Water Meter with strainer model Woltex Class B Magnetically coupled pre equipped for remote reading of following dia

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25 mm

Quantity7

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32 mm

Quantity2

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40 mm

Quantity2

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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.

Quantity200

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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 supplyof materials, labour, T&P etc. complete.

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Bituminous road, BM / SDBC road at different places

Quantity300

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CC Road

Quantity60

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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 :-

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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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(1) All kind of soil

Quantity300

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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

Quantity10

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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

Quantity20

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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.

Quantity400

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Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) with a 8 gauge BWG GI wire

Quantity200

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Random Rubble Stone Masonry laid dry including supply of all materials, labour, T&P etc. complete.

Quantity30

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PART - B ( E&M WORKS ) Pumping Plant for Stage-I (Infiltration Well) Submersible Clear water Pump-Motor Set (410 LPM, 210 M Head)

Quantity2

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Starter

Quantity2

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160 Amps Main switch

Quantity1

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Control Panel

Quantity1

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Power Wiring & Earthing Material

Quantity1

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Main Piping & Valves

Quantity1

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Gauges

Quantity1

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Chain Pulley Block (2 Tonne capacity)

Quantity1

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Electro magnetic flow meter 80 mm dia

Quantity1

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IPS-I (Stage-II): Centrifugal Pump (410 LPM, 480 M Head)

Quantity2

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Electric Motor

Quantity2

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Base Plate

Quantity2

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315 Amps Main switch

Quantity1

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Fully Auotomatic Auto Transformer Starter

Quantity2

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Control Panel

Quantity1

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Power Wiring & Earthing Material

Quantity1

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Main Piping & Valves

Quantity1

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Gauges

Quantity1

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H.O.T. Crane 2 Tonne capacity

Quantity1

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Electro magnetic flow meter 80 mm dia

Quantity1

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IPS-II (Stage-III): Centrifugal Pump (390 LPM, 480 M Head)

Quantity2

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Electric Motor

Quantity2

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Base Plate

Quantity2

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315 Amps Main switch

Quantity1

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Fully Auotomatic Auto Transformer Starter

Quantity2

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Control Panel

Quantity1

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Power Wiring & Earthing Material

Quantity1

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Main Piping & Valves

Quantity1

Rate-

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Gauges

Quantity1

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H.O.T. Crane 2 Tonne capacity

Quantity1

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Electro magnetic flow meter 80 mm dia

Quantity1

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Tools for all stages

Quantity3

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Heavy duty crimping tool suitable upto 1000 sq.mm

Quantity2

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Rubber Resistance Sheet (1×2×0.025 M)

Quantity12

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Installation & commissioning of Pumping Plants & related acceessories for all stages.

Quantity3

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Testing (all stages) : (i) At Works

Quantity3

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(ii) At Site

Quantity3

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Painting (all stages)

Quantity3

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Carting for all stages

Quantity1

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Maintenance (one year) (all stages)

Quantity3

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S.I.T.C. of Transformer

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(i) IPS-I (125 KVA)-2 Nos.

Quantity1

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(ii) IPS-II (125 KVA)-2 Nos.

Quantity1

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S.I.T.C. of H.T. Panel

Quantity-

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(i) IPS-I-1 No.

Quantity1

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(ii) IPS-II-1 No.

Quantity1

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PART - A ( CIVIL WORKS ) Serveying , design (hydraulic & structural) and construction of RCC infiltration well cum pump house as per latest BIS codes of outer dia 8 M and 13.50 mtr height of well steining with minimum 0.35 m thickness, capable of delivering discharge not less than 450 lpm, not additional payment for trial bore for taking out adiquate water from Infiltration well and total disolved solid not more than 500 mg/l including supply of all matarial, labour, T&P scaffolding , shuttering, mechinary etc required for completion of work complete as per conceptual drawing - 1- Highest Flood Level of Saryu river is 4 mtr above the minimum water level. 2- Plinth level of pump house is 2.0 mtr above the HFL 3 - Depth of infiltration well will be atleast 7.50 mtr below the ground level Work consist of as follows Hydraulic and structural design of infiltration well cum pump house and preparation of drawing. Diversioin of stream by any means to get working conditions at site. Execavation in any type of soil mix with shingle , boulder , etc or in any type of rock up to required depth as per design. Timbering of any type required for excavation upto desired depth. Dewatering of water required upto any extent to keep excavated pit dry for construction works. Lean concrete of grade 1:3:6 with 40 mm gauge stone ballast and local sand below raft foundation of well. RCC in raft foundation including reinforcement , shuttering etc as per design. RCC in well steining including reinforcement and shuttering as per design. RCC in Deckslab of well including 1.00 m wide balcony all arround including reinforcement, shuttering as per design, Spiral RCC / MS stair case of 75 cm width with suitable landing and GI pipe railing complete from deckslab to floor inside infiltration well deckslab will also have provision of opening for lowering of pumps and railing to the opening. RCC in 1.5 mtr wide approach Bridge(at plinth level of pump house ,approximate length is 20 mtr, however it may vary at actual site condition for which price adjustment will be applicable) to infiltration well including reinforcement and shuttering as per design. Construction of 5.25 mtr internal dia pump house of brick work with conical / slanting RCC roof with clear minimum height of 4.5 mtr on edge as per design including mild steel door frame with wooden shutter /MS "Z" section glazed and mosquito proof window/ vantilators with gaurd bar in required numbers for proper access and vantilation, plastering inside & outside ,external plaster may have some ornamental finish for aesthetic look, inside distempering, out side acrylic painting (apex or equivalant ), synthetic enamal painting on steel / wooden surface , waterproofing treatment and decorative tile work on roof, PCC flooring with 2mm PVC laminate flooring sheet etc complete. supply and filling of filter media of required grading in 1.5 mtr width all around the periphery of well steining below ground level including PVC membrane as seperator between different grade of filter media. Suppy and fix 80mm dia HDPE 6 kg/Sqcm pressure rating as weepholes in required number as per design. GI pipe railing supported on MS angle for approach path and balcony of pump house. Stone pitching of required thickness over filter media along periphery of infiltration well. All electrification works required for pump house building except special wiring required for pumping plants which will be carried out seperately. Supply and fixing of mild steel girder of required size in pump house for lowering / lifting of pump including moveable chain & polley system.

1No.--

Add / deduct for price adjustment on account of variation of additional depth of well steining height (if any) from 13.5 mtr. ( Rate only for per m.)

1M--

Add / deduct for price adjustment on account of variation in length of approach bridges (if any) from 20 mtr. ( Rate only for per m.)

1M--

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