Pey Jal Nigam Uttarakhand Tender

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Pey Jal Nigam Uttarakhand Tender

Works

Eprocure

Nainital, Uttarakhand

Opening Date13 Mar 2019

Closing Date22 Apr 2019

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Costs

EMD
₹ 94,00,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Design And Build Sewage Treatment Plant Of Installed Capacity 7.0 And 1.5 Mld And All Appurtenant Structures

Description

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Tender Id
2019_MDPEY_17194_1
Bid Award Id
View
Tender No
441/613/88 Dated 23-02-2019
Tender Authority
Pey Jal Nigam Uttarakhand View
Purchaser Address
-
Website
http://http://peyjal.uk.gov.in/

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Documents

Tender Notice-11.7 MBTendernotice_1.pdf

NIT

BOQ-1319.0 kBBOQ_20612.xls

BOQ

Corrigendum-2Corrigendum.pdf

Corrigendum-1Corrigendum_2.pdf

Document-38.8 MBTender_Doc.pdf

Tender Document

Report Missing Document

BOQ Items

DO_NOT_SHOW

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View all details for FREE

7.00 MLD STP based on SBR Technology

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1.50 MLD STP based on Open Technology

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Construction of STP Includes all works such as Site Development & Infrastructure Works including site Cleaning / Grading / Levelling and Reclamation Compound Wall with Gates as shown in Drawings, Roads along boundary all as shown in site plan, bypass + treated effluent pipe as shown in site plan, Internal Roads & Pathways, Internal Sewerage Network and Internal Storm Water Drains, Landscaping and Gardening, Piping & Valves, all Liquid Retaining Structures (Such as receiving chamber coarse and fine screen channels, grit chambers) and other liquid retaining as required in treatment technology proposed by bidder and as specified in bid document). It also includes others various Buildings / Sheds such as administration cum MCC and Control Building, building for E&M equipment as per norms / practice and sample testing laboratory complete with equipments etc. disposal of bypass sewage to minor drain & disposal of treated effluent to nearby irrigation canal as shown in site plan, piping between different units of STP complete. Break-up of works of item No. 1.03 as follows :-

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7.00 MLD STP based on SBR Technology

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1.50 MLD STP based on Open Technology

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Price Schedule PART B :-Annual O & M Prices of 7.00 MLD,1.50 MLD STP including Electricity and Fuel charges (The cost included herein are the yearly cost for plant Operation & maintenance including fixed cost (Cost of Manpower to be deployed, General Maintenance of Civil Structures, preventive and Breakdown Maintenance of Mechanical equipment, Electrical items, Field & Laboratory Instruments, Supply of Laboratory Chemicals / Glassware / Consumable / Spares etc.) and Variable Cost (Including cost of Chemicals & Disposal of Plant Residuals viz. Screenings, Grits, Dewatered Sludge, etc) Break-up of works of item No. 1.04 as follows :-

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For 7th year of operation

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For 8th year of operation

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For 11th year of operation

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For 12th year of operation

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Fo13th year of operation

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Price Schedule PART C :-Additional O&M Prices for treatment of sewage flow in excess of Threshold Sewage Flow on a per MLD basis for each of the 15years after commencement of Operations Period and shall include all the fixed and variable costs such as costs of consumables, chemicals, energy consumption, etc. for treatment of the additional sewage flow in compliance with the provisions of the Contract. Break-up of works of item No. 1.05 as follows :-

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For 2nd year of operation

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For 3rd year of operation

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For 4th year of operation

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For 5th year of operation

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For 6th year of operation

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For 7th year of operation

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For 8th year of operation

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For 9th year of operation

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For 10th year of operation

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For 11th year of operation

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For 12th year of operation

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Fo13th year of operation

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For 14th year of operation

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For 15th year of operation

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Sub Total - PART (A+B+C)

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Price Schedule : Part D SPS, Nallah Tapping Works, Rising Main, Sewer Pipe Line including all allied works

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Designed, developed, built, tested and commissioned including supply of equipment, erection of equipment, civil, electro mechanical and instrumentation control works, testing, commissioning of SPS in Ramnagar, upto the standard mentioned in bid document. works of item No. 2.01 as follows :-

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5.11 MLD SPS

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PROCESS DESIGN ENGINEERING AND DRAWINGS :- Process & Instrumentation Diagrams, Flow Charts, Hydraulic Diagram and Complete Process Design, Site Layout Plan and Site Grading Plan, Single line Diagrams, Control Philosophy & Basic Electrical and Instrumentation Drawings, Preparation of “QA” and construction procedure manual along with “Test Plan”, Civil and Mechanical General Arrangement Drawings, Architectural Drawings, Structural Designs and Drawings and Construction Drawings, Mechanical and Piping data sheets and Drawings, Detailed Electrical and Instrumentation and control Systems, Drawings and datasheets including PLC and SCADA, Ancillary Works and Non-Technology Structural Drawings including roads and drainage and compound wall bypass + treated effluent disposal arrangement like pipe line etc. RCC drain, external electrification plans, As-Built Drawings, Operation and Maintenance Manuals and Training Program and Manuals, etc. complete (To be submitted in 6 Nos. sets).

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5.11 MLD SPS

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Civil and Structural Works: Construction of STP Includes all civil works such as Site Development & Infrastructure Works including site Cleaning / Grading / Levelling and Reclamation Compound Wall with Gates as shown in Drawings, Roads along boundary all as shown in site plan, bypass + treated effluent pipe as shown in site plan, Internal Roads & Pathways, Internal Sewerage Network and Internal Storm Water Drains, Landscaping and Gardening, Piping & Valves, all Liquid Retaining Structures (Such as receiving chamber coarse and fine screen channels, grit chambers) and other liquid retaining as required in treatment technology proposed by bidder and as specified in bid document). It also includes others various Buildings / Sheds such as administration cum MCC and Control Building, building for E&M equipment as per norms / practice and sample testing laboratory complete with equipments etc. disposal of bypass sewage to minor drain & disposal of treated effluent to nearby irrigation canal as shown in site plan, piping between different units of STP complete. works of item No. 2.01 as follows :-

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5.11 MLD SPS

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ELECTRO-MECHANICAL WORKS :- Installation, testing and commissioning of Electro - mechanical and instrumentation equipment and accessories as specified in bid document regarding 5.11 MLD SPS .

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Design, re-design if required, development, supply of equipment, erection of equipment, civil works, including testing, commissioning of 06 Nallah Tapping Works, 1.705km DI-K9 of Rising Main & DI-K9 1737m & Sewer Network of HDPE pipe 750m length carrier Pipe Line, RCC Pillers, manholes etc. including all appurtenant works and 40m span steel girder single lane bridge including all allied works as per specification given in bid document.

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Civil and Structural Works:

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Liquid Retaining Structures including:

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Construction of RCC Drain Collecting Chamber of Size 1.5m x 1.5m at Drain 1 (Pampapuri Drain,Baldiya Nala,Tera Road Drain,Dump Yard Drain)

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Construction of RCC Drain Collecting Chamber of Size 2.5m x 2.5m at Drain 2 (Phool Tal Drain)

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Construction of RCC Drain Collecting Chamber of Size 1.5m x 1.5m at Drain 5 (Transport Nagar Drain)

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Construction of RCC Drain Interconnecting Chamber of Size 6 m x 0.8m at Drain 3 (Baldiya Nala)

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Excavation for foundation / sewer trenches in earth, soils of all types, clay, sand, gravel, soft murum, hard murum, boulders, W.B.M. road, slushy/muddy soil including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

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Depth upto 1.5 m

Quantity3800

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Depth upto 1.5 m to 3.0m

Quantity370

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Decomposed/soft rock Depth upto 1.5 m

Quantity1250

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Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, with all lead and lift as per specifications mentioned in the tender document and as directed by the Engineer-in-charge.

Quantity2000

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Disposal of surplus excavated earth material by mehancical means including loading, unloading with all leads & lifts, to the dumping site as per the directions of the Engineer -in-charge

Quantity10500

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Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : for I&D works

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150 mm dia. Ductile Iron Class K-9 Pipe

Quantity103

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400 mm dia. Ductile Iron Class K-9 Pipe

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Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :

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150 mm dia. Ductile Iron Pipe

Quantity34

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400 mm dia. Ductile Iron Pipe

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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron K9 Pipes conforming to IS: 8329:

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150 mm Dia K9

Quantity1061

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300 mm Dia K9

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron - K9 Pipes including testing of joints and including the cost of rubber gasket:

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150 mm Dia

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300 mm Dia

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Supply, Laying, Jointing, Field Testing, Commissioning complete at site of HDPE (PE63 Grade Coumpound) Pipes as per IS:4984 and specifications for water application, including all cost of material, labour required, transportation, loading, unloading & stacking PN-6.0 (6.0 kg/sqcm)

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110 mm dia (OD)

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Rising Main: Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :

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450 mm dia. Ductile Iron Class K-9 Pipe

Quantity1705

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Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :

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450 mm dia. Ductile Iron Pipe

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Canal Crossing: Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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RCC PILLAR OF 500 MM DIAMETER

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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering,finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.

Quantity71.39

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 Sand : 6 Graded Stone Aggregate 40 mm nominal size

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Constructing brick masonry circular type manhole 0.91 m internal dia at Bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), in side cement plaster 12 mm thick 1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design & 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 including centering, shuttering all complete: With Sewer bricks conforming to IS : 4885

Quantity39

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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m

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Constructing brick masonry circular type manhole 1.22 m internal dia at Bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), in side cement plaster 12 mm thick 1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design & 1.68 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 including centering, shuttering all complete: With Sewer bricks conforming to IS : 4885

Quantity10

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Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.28 m

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Constructing brick masonry circular type manhole 1.52 m internal dia at Bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), in side cement plaster 12 mm thick 1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design & 2.30m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 including centering, shuttering all complete: With Sewer bricks conforming to IS : 4885

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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30 m

Quantity1.5

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Road Cutting including all expences

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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

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Bituminous Portion

Quantity35

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Water Bound Macadam

Quantity54

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

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1:3:6 or richer mix

Quantity33

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1:4:8 or leaner mix

Quantity44

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reinstatement of the Bituminous/ Water Bound Macadam Sub-base/ base and top coat including all expences ( As per PWD Uttarakhand Specifications)

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Construction of subgrade and earthen shoulders with as per Technical Specification Clause 303.1.& providing and applying WBM Grading 1,2 and 3 & 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness etc as per Technical Specification Clause 404, 405,503 and 508. By Manual Means complete in all respects.

Quantity360

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Providing and laying in position cement concrete of 1:3:6 (1 Cement : 3 Sand : 6 Graded Stone Aggregate 20 mm nominal size excluding the cost of centering and shuttering - All work up to plinth level. (Reinstatement of cement concrete pavement of 1:3:6 and making good to original condition - Level course)

Quantity60.2

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Providing and laying in position cement concrete of 1:2:4 (1 Cement : 2 Sand : 4 Graded Stone Aggregate 20 mm nominal size excluding the cost of centering and shuttering - All work up to plinth level. (Reinstatement of cement concrete pavement of 1:2:4 and making good to original condition - Top Surface)

Quantity32.4

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Providing approach road and steel girder single lane bridge to STP near Transport Nagar including all appurtenant works in all respects.

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Designed, developed, built, tested and commissioned including supply of equipment, erection of equipment, civil, testing, commissioning of Steel Girder bridge of 40 M length single lane including RCC pillers/column and allied works for connecting to approach of 7.00 MLD STP in Ramnagar, upto the standard as per ISI code and specification of Uttarakhand PWD. Break-up of works of item No. 2.12.1 as follows :-

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PROCESS DESIGN ENGINEERING AND DRAWINGS :- Process & Instrumentation Diagrams and Complete Process Design, Site Layout Plan and Site Grading Plan, Single line Diagrams, Control Philosophy & Preparation of “QA” and construction procedure manual along with “Test Plan”, Civil Arrangement Drawings, Architectural Drawings, Structural Designs and Drawings and Construction Drawings, Detailed Ancillary Works As-Built Drawings etc. complete (To be submitted in 6 Nos. sets).

Quantity1

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Civil and Structural Works: Construction of bridge Includes all civil works such as Site Development & Infrastructure Works including site Cleaning / Grading / Levelling and Reclamation protection wall shown in Drawings, all as shown in site plan, as per norms / practice complete with equipments etc. disposal of complete. works of item No. 2.12.1

Quantity1

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Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.

Quantity105

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).

Quantity21.6

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

Quantity37.5

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases nd spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).

Quantity30

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using TMT Steel Bars

Quantity11200

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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete

Quantity9

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As above but Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Quantity45

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As above but Suspended floors, roofs, landings, balconies and access platform

Quantity120

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Filling available excavated earth in bitween inner side walls of approach road, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, with all lead and lift as per specifications mentioned in the tender document and as directed by the Engineer-in-charge.

Quantity5040

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D G Sets

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Supply of 160 KVa , Silent DG set (CPCB -II Approved) 415 Volt mounted on a common base frame with AMF Panel etc complete including installation of D G sets.

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(1) For STP 1.50 MLD AT DUMP YARD

Quantity1

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Supply of 275 KVA , Silent DG set (CPCB -II Approved) 415 Volt mounted on a common base frame with AMF Panel etc complete including installation of D G sets.

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(I) For STP 7.00 MLD AT TRANSPORT NAGAR and (II) For SPS 5.11 MLD AT BALDIYA NALA

Quantity2

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Protection wall for Sewage Pumping Station by providing PCC 1:3:6 with 40 mm gauge stone grit and Randum Rubble stone masonary in 1:4 cement mortar as per design and drawing complete in all respect.

Quantity117.6

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Construction of R.R. stone masonry laid in 1:6 cement and sand including supply of materials, labours, T&P etc required for proper completion of work to protect the Rising Main pipeline.

Quantity250

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Sub Total - PART (D)

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Price Schedule : Part E

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O & M Works of I&D network & 5.11 MLD SPS including carrier Pipe Line, Rising Main & Drain Collecting Chambers & allied works for 15 years after Completion of Project.

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Annual O & M Prices of I&D Networks & 5.11 MLD SPS,rising main and including Electricity and Fuel charges (The cost included herein are the yearly cost for plant Operation & maintenance including fixed cost (Cost of Manpower to be deployed, General Maintenance of Civil Structures, preventive and Breakdown Maintenance of Mechanical equipment, Electrical items, Field & Laboratory Instruments, Supply of Laboratory Chemicals / Glassware / Consumable / Spares etc.) and Variable Cost (Including cost of Chemicals & Disposal of Plant Residuals viz. Screenings, Grits, Dewatered Sludge, etc)

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For 1st year of operation

Quantity1

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For 2nd year of operation

Quantity1

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For 3rd year of operation

Quantity1

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For 4th year of operation

Quantity1

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For 5th year of operation

Quantity1

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For 6th year of operation

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For 7th year of operation

Quantity1

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For 8th year of operation

Quantity1

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For 9th year of operation

Quantity1

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For 10th year of operation

Quantity1

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For 11th year of operation

Quantity1

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For 12th year of operation

Quantity1

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Fo13th year of operation

Quantity1

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For 14th year of operation

Quantity1

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For 15th year of operation

Quantity1

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