Petroleum and Natural Gas Boards / Undertakings / PSU Closing in 0 days TDR #40191019

Tender For Pe Laying Works In Muzaffarpur, Vaishali, Saran And Samastipur Districts

Issued by Boards / Undertakings / PSU · saran, Bihar
Tender Value
5.89 Crore
Estimated cost
Bid Submission
27 Oct 2023
0 days left
EMD
5.45 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
saran → Bihar
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Pe Laying Works In Muzaffarpur, Vaishali, Saran And Samastipur Districts Pe Laying Works In Muzaffarpur, Vaishali, Saran And Samastipur Districts Under Saran Ga In State Of Bihar

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 14-Oct-2023 Corrigendum Technical Bid 27-Oct-2023

BOQ

Name of Work: PE LAYING WORKS IN MUZAFFARPUR, VAISHALI, SARAN & SAMASTIPUR DISTRICTS UNDER SARAN GA IN STATE OF BIHAR.
Sl. No. Item Description
1GST % for this TenderPlease select the rate of GST in Cell AY13. Rate selected shall be applicable for the entire BOQ. (GST% in Cell AY13 cannot be left blank)
2PE PIPELINE WORK
3Laying of MDPE Pipeline of PE100 grade with SDR 11 by any methodology (open cut trenching/trenchless/manaul or mechanical boring/moling/HDD) in all kind of soil (soft/hard/rock) including hard rock with all kind of surface (normal/built-up/CC) as mentioned in SOR item. Raking up of built-up surface for the entry and exit pit in case of laying by moling/HDD or open trenching in case line is laid by open cut menthod is covered under the scope of this item.Procurement and Installation of PE Fittings, Transition Fittings, Warning Mats and any other items required for execution of work shall also be in Contractor\"s scope. Preparation of detailed route plan, making trial pits to determine the underground utilities/ services etc. Liasioning shall be carried out by the contractor tocomplete the project in totality.Restoration of the all excavation / trial pits as per satisfaction to Engineer- Incharge (EIC) to original condition, barricading the work area as per the procedures & drawings provided in the tender and as per the directions of EIC. Dewatering of trenches / pits if required as per site condition. Repairing of all damaged utilities if any, and payment of any compensation (if claimed by owner / other utility agencies). Trenching to the required depth in all type of surface/soil, providing addtional protection like CC slab etc. as per PNGRB guideline where sufficient depth can not be attained, uncoiling / stringing of PE pipes, jointing of the PE pipe ends / fittings / valves by qualified personnel, using approved electro fusion techniques as per the specification. No Separate rate is payable for excavation in any kind of strata including rock. All fittings whatsoever required to complete the work is in contractor\"s scope.
4Receiving, handling, loading, transportation and unloading of owner supplied PE pipes or any other free issue materialfrom Owner\"s designated stock yards to Contractor\"s own stock-yards / work-sites. Proper storing, stacking, identification, providing security and insurance cover for the materials.
5Survey of designated area & submission of plan for laying of Medium pressure/Low pressure network/service lines for societies / colonies/ localities shall be done by the contractor. However the MDPE pipe is to be laid on best probable route after discussion with EIC. All the Proposed route/kmz file of medium pressure main pipeline (180/125/90/63) and Low pressure network/service lines 32/20mm dia pipeline, as per site condition shall be discussed and finalised with IOCL/consultant for execution. Further, the scope of contractor also includes preparation of plan/kmz, for any change in route due to site condition for mainline (180/125/90/63) etc. Intimation to all other utility agencies through owner/ CBuD app as per the directives of EIC.
6Preparation and getting approval of schedules, execution procedures, drawings / sketches. Finalizing optimum route with consent of EIC.
7Uncoiling / stringing, laying and aligning of MDPE pipes in trench, clamping, jointing of the pipe ends / fittings / valves by qualified personnel using approved electro-fusion techniques as per specification. Achieving the desired top cover of MDPE pipeline
8Laying using any method with or without casing, survey of the under ground utilities, submission of site plans/layout drawings and HDD profiles for approval by EIC, execution of the work as per the specification, including excavation of the pits, moling with hole size not exceeding 20% of the the pipe dia. Jointing and insertion of the carrier pipe in casing pipe (on case to case basis) and subsequent backfilling, compaction & restoration. Item also includes dewatering from the trench before laying of the pipes if required.
9The laying shall be carried out by any methodology as per specification and site requirement as decided by Engineer-in-Charge (EIC).
10Lowering the PE pipe line in trench to required depth, padding around pipeline with suitable soil including supply of foreign soil/sand required in rocky area or any hard strata, supply & laying of PE warning mat over the pipeline along the complete route and backfilling with available excavated material, if suitable, after screening or procurement of suitable sand / soil as per directions of EIC. Compaction with manual technique / jumping jack compactor and water at subsequent layers of 150mm, placement of all tiles / slabs / kerb stones etc. removed during excavation. Roads, pavements, footpaths etc. shall be made motorable wherever pipeline is laid and shall be restored to original condition to the satisfaction of respective authority & EIC. Restoration Charges for all tiles / slabs / Kerb stones / Cement Concrete Road / Paver/ Brick soiling/ Asphalt road/ any type of tar road/ Red Sand Stone/ Channels etc. will be paid over and above with the separate SOR item rate
11Procurement & installation of Transition fitting, GI end plug at TF for domestic connections/ commercial and industrial installations as per Instruction of Owner/Owner\"s representative for satisfactory completion of job. Supply & Installation of Transition fitting of any required size for PNG Connection/SR/Domestic/Commercial/Industrial connection is included in the PE laying rate. No separate payment shall be made for supply & installation of TF.
12Excavation, breaking through any obstructions, insertion of pipe, sealing the annulus, firm fixing of the sleeves with concrete mix, preparation of concrete pedestal & restoration of excavated pits within the size of pedestal & the same pit with the laying of pipe as defined in technical specification / instruction of EIC.Concrete Padestal construction with supply of GI sleeve is included in the contractor\"s scope and no separate payment shall be made.
13GIS data collection: The scope includes Capturig GIS data of PE network along with all PE valves and fittings and sharing data in format prescribed by EIC/IOCL. The specification of the device to be used for GIS data capturing is part the technical volume. GIS data to be collected prior to backfilling of trenches to locate & depict the as laid underground pipelines on GIS portal. Payment for GIS data collection shall be paid seperately under relevant SOR.
14Cleaning the area of all unserviceable materials, debris, excess earth near trenches to the designated disposal area as per specifications, instructions of land owners / EIC to the complete satisfaction of local authorities. Supply & Installation of Pipeline Markers as per relavant SOR
15Flushing, cleaning, pneumatic testing, purging with nitrogen and commissioning as per scope of work, specification and approved procedures providing all tools and tackles, nitrogen, instruments, manpower and other related accessories and as perinstructions of the EIC/ SIC. Maintaining the completed pipelines/ installation for any defect, failures during defect liability period.
16Preparation and submission of as-built drawings, crossings details, termination, utility graphs and deviation statements. Submission of all documents required for contract closure in numbers as mentioned in contract.
17Handing over the completed works to owner for their operation/ use, returning of all surplus material to owner stores, reconciliation of free issue material area wise and obtaining no objection certificate.
18Submission of as-graphs and as-built drawings as per the attached specification and the instruction of EIC/ Owner.
19Final clean-up of right-of-use or area disturbed by contractor during their construction activities for laying of pipeline works and disposal of debris and surplus material to designated disposal areas and backfilling of trench and compaction of the same as per satisfaction of Owner and / or as directed by EIC.
20Preparation, Certification and submission of (DPR) daily progress reports, graphs, As-built drawings, crossings details, utility graphs and deviation statements.
21Any other activities not mentioned / covered explicitly above, but otherwise required for satisfactory completion / operation / safety / statutory / maintenance of the works shall also be covered under the scope of work and has to be completed by the Contractor within specified schedule.
22The list of areas where the pipeline to be laid/ allocation of work will be done after awarding of the tender. The quantities are tentative and it may be changed during the tenure of contract as per the requirement of the Owner.
23In case more than 1 MDPE pipelines are laid in a common trench/bundle pulling, SOR rate of higher dia shall be paid as per relevant SOR. Payment for lower dia pipeline which is laid in common shall be made under item of common laying. No Separate payment shall be made for any additional excavation including rocky strata if required for maintaining sufficient gap between two PE pipelines.
24PE line should preferably be laid by open cut/moling methodology so that connection can be done easily as and when required. HDD method is allowed only after consent from Engineer In-charge (EIC) for any specific location/stretch for laying of PE line. Shallow depth to be preferred for HDD.
25Project area means areas where Low Pressure PE network (63/32mm) is not laid previosly as decided by EIC
26O&M area means areas where Low Pressure PE network (63/32mm) PE network is already laid & backfilled or commissioned previously provided line is not laid under same work order as decided by EIC
27PE PIPELINE LAYING
28PE Pipeline laying work up to backfilling, submission of graphs/reports etc. and completion of pipeline laying work in all respect inculding backfilling. Scope of testing, commissioning is provided under separate item.Supply and installation of TF is also included in the scope of Pipeline laying.Testing, pre-commissioning, commissioning, GIS data collection, HSE compliance shall be paid under relevant SOR wherever applicable.
29PE Pipe line laying without casing in all kinds of surfaces & All kinds of Soil/Strata including hard rock using any laying methodology
30Payment for cutting ofBuilt-up (PCC/RCC/Asphalt) surfaces shall be made separately under relevent SOR wherever applicable. Paver block shall not be considered as built-up road and dismentalling of paver bloks is included in this item.This item includes laying in hard rock. No separate payment shall be made for rock excavation under any SOR item. If required, Supply of Foreign sand/soil for 150mm thick padding all around pipeline is included under scope.
31Laying In Project Area : Laying of 20 mm dia (Service Line) PE Pipeline up to TF
32Laying in O&M Area : Laying of 20 mm dia (Service Line) PE Pipeline up to TF
33PE Pipe line laying without casing in all kinds of surfaces& All kinds of Soil/Strata except hard rock stata using any laying methodology
34Payment for cutting ofBuilt-up (PCC/RCC/Asphalt) surfaces shall be made separately under relevent SOR wherever applicable. If required, Supply of Foreign sand/soil for 150mm thick padding all around pipeline is included under scope. Paver block shall not be considered as built-up road and dismentalling of paver bloks is included in this item.
35Laying of 32 mm dia PE Pipeline in all areas
36Laying of 63 mm dia PE Pipeline in all areas
37PE Pipe line laying without casing in all kinds of surfaces including built-up& Hard Rock Strata using any laying methodology
38Thisitem is applicablewhere rock breaker/blasting is used for excavation and diamond cutter and other rock drilling tools are used for HDD with approval of EIC. Supply of Foreign sand/soil for 150mm thick padding all around pipeline is included under scope. No separate payment shall be made for rock excavation & cutting ofBuilt-up (PCC/RCC/Asphalt) surfaces under any relevent SOR.
39Laying of 32 mm dia PE Pipeline in all areas
40Laying of 63 mm dia PE Pipeline in all areas
41PE Pipe line laying with HDPE casing in all type of soil/surface (normal/hard/CC/Built-up etc.)& Strata including hard rock using any laying methodology
42Thisitem is applicablewhere rock breaker/blasting is used for excavation and diamond cutter and other rock drilling tools are used for HDD with approval of EIC. MDPE pipeline laying by any method with supply & installation of HDPE casing pipe of PE 100 PN 6/ GI casing pipe of heavy classas per specification in all kind of laying like Nala crossing, as per the scope of work, standard procedure, specifications & PNGRB T4S, including excavation of the pits, jointing and insertion of carrier pipe, subsequent backfilling, compaction, end sealing etc.The payment shall be made for length of casing pipe laid, remaining carrier pipe length without casing shall be paid under SOR relevant to laying without casing pipe. No separate payment shall be made for excavation including rocky strata under any SOR item. If required, Supply of Foreign sand/soil for 150mm thick padding all around pipeline is included under scope.No separate payment shall be made for rock excavation & cutting of built-up (PCC/RCC/Asphalt) surfaces under any relevent SOR.
43Laying of 20mm/32 mm Dia pipeline (in 63 mm dia HDPE casing pipe /3\" GI casing pipe of heavy class) in project areas
44Laying of 20mm/32 mm Dia pipeline (in 63 mm dia HDPE casing pipe /3\" GI casing pipe of heavy class) in O&M areas
45Laying of 63 mm Diapipeline (in 125mm dia HDPE casing pipe) in all areas
4620mm PE pipe laying (in project/O&M area) for Padestal/Varandah/Podium Crossing with supply of HDPE casing pipe as per tender reference drawing, HDPE Sleeves/Concrete U blocks& Clamps forprotection to PE pipe including niche cutting on wall/platform, brick work, concrete work and any other civil/restoration work as per site condition. For Payment purpose, length of PE pipe shall be considered starting from tapping point of service line (20mm) till transition fitting. No separate payment shall be made for any kind of restoration/civil work done for crossing portion. Length of PE paid under this item shall not be paid under any other item. All work required for safe laying of PE pipe as per PNGRB guideline/IOCL requirement is included in the scope of this SOR.
47PE Pipeline laying in common with another PE pipeline in all type of soil/surface (normal/hard/CC/Built-up etc.)& Strata including Hard rock strata by any methodology
48Laying of PE pieline in common with another PE pipeline in same trench or same bore using any methodology in all kind of soil and surface. Payment of higher dia pipeline will be paid as per relevent SOR. For lower dia pipeline which is laid in common, payment shall be made under this SOR. No Separate payment shall be made for any additional excavation including rocky strata if required for maintaining sufficient gap between two PE pipelines. In case two same dia pipeline is laid one will be cosnidered for common laying for which payment shall be made under this item. Testing, pre-commissioning, commissioning shall be paid under relevant SOR. No separate payment shall be made for rock excavation & cutting of built-up (PCC/RCC/Asphalt) surfaces under any relevent SOR.
49Laying of PE pipeline in common trench/bore in all areas
50PE Pipe line laying in all kinds of surfaces& All kinds of Soil/Strata except hard rock stata
51Payment for cutting ofBuilt-up (PCC/RCC/Asphalt) surfaces shall be made separately under relevent SOR wherever applicable. If required, Supply of Foreign sand/soil for 150mm thick padding all around pipeline is included under scope. Paver block shall not be considered as built-up road and dismentalling of paver bloks is included in this item.
52Laying of 90 mm dia pipeline by open trench menthod in all areas
53Laying of 90 mm dia pipeline by moling/boring menthod in all areas
54Laying of 125 mm dia pipeline by open trench menthod in all areas
55Laying of 125 mm dia pipeline by moling/boring menthod in all areas
56PE Pipe line laying in all type of Surface (normal/hard/CC/Built-up etc.) & Hard Rock Strata
57This item is applicable for stretches where rock breaker/blasting is used for excavation with approval of EIC. Supply of Foreign sand/soil for 150mm thick padding all around pipeline is included under scope.No separate payment shall be made for rock excavation & cutting of built-up (PCC/RCC/Asphalt) surfaces under any relevent SOR.
58Laying of 90 mm dia by open trench menthod in all areas
59Laying of 125 mm dia by open trench menthod in all areas
60PE Pipe line laying by HDD Method, without casing in all kinds of soil/surface (normal/hard/CC/Built-up etc.) & Strata excluding Hard rocky strata
61MDPE pipeline laying by HDD method without casing pipe in all kinds of surfaces, terrian & soil condition including survey of the underground utilities, intimation to all other utility agencies through owner/ CBuD app, submission of HDD profile for approval, execution of the work as per the scope of work, standard procedure, specifications & PNGRB T4S, including excavation of the pits, jointing and insertion of carrier pipe, subsequent backfilling, compaction, submission of as-built drawings/ graphs as per specification and the instructions of EIC/ SIC of owner. The all other activities required to complete the work in all respect shall be scope of the Contractor within the quoted rates. No separate payment shall be made for cutting of built-up surface. If required, Supply of Foreign sand/soil for 150mm thick padding all around pipeline is included under scope.
62Laying of 90 mm dia by HDD in all areas except hard rock
63Laying of 125 mm dia by HDD in all areas except hard rock
64PE Pipe line laying by HDD Method, without casing in all kinds of soil/surface (normal/hard/CC/Built-up etc.) & Hard rocky strata
65Thisitem is applicable where rock breaker/ blasting is used for excavation and diamond cutter and other rock drilling tools are used for HDD with approval of EIC. Record for use of rock cutting tools to be created and maintained for each section/HDD. MDPE pipeline laying by HDD method without casing pipe in all kinds of surfaces,terrian & soil condition including survey of the underground utilities, intimation to all other utility agencies through owner/ CBuD app, submission of HDD profile for approval, execution of the work as per the scope of work, standard procedure, specifications & PNGRB T4S, including excavation of the pits, jointing and insertion of carrier pipe, subsequent backfilling, compaction, submission of as-built drawings/ graphs as per specification and the instructions of EIC/ SIC of owner. The all other activities required to complete the work in all respect shall be scope of the Contractor within the quoted rates. No separate payment shall be made for cutting of built-up surface. If required, Supply of Foreign sand/ soil for 150mm thick padding all around pipeline is included under scope.
66Laying of 90 mm dia by HDD in all areas in hard rock
67Laying of 125 mm dia by HDD in all areas in hard rock
68PE Pipe line laying by HDD Method, with casing (Including supply & installation of HDPE casing pipe)in all kind of soil/surface (normal/hard/CC/Built-up etc.)& Strata including Hard rocky strata
69MDPE pipeline laying by HDD method with supply & installation of HDPE casing pipe of PE 100 PN 6 as per specification in all kind of terrian & soil condition including survey of the underground utilities, intimation to all other utility agencies through owner/ CBuD app, submission of HDD profile for approval, execution of the work as per the scope of work, standard procedure, specifications & PNGRB T4S, including excavation of the pits, jointing and insertion of carrier pipe, subsequent backfilling, compaction, restoration, submission of as-built drawings/ graphs as per specification and the instructions of EIC/ SIC of owner. The all other activities required to complete the work in all respect shall be scope of the Contractor within the quoted rates. The payment shall be made for length of casing pipe laid in HDD, remaining carrier pipe length without casing shall be paid under SOR relevant to laying without casing pipe. No separate payment shall be made for rock excavation & cutting of built-up surface.If required, Supply of Foreign sand/ soil for 150mm thick padding all around pipeline is included under scope.
70Laying of 90 mm dia(in 180 mm HDPE casing pipe) in all areas
71Laying of 125 mm dia (in 200-250 mm HDPE casing pipe) in all areas
72GIS data collection for PE pipeline
73The scope includes Capturig GIS data of PE network along with all PE valves and fittings and sharing data in format prescribed by EIC/IOCL. The specification of the device to be used for GIS data capturing is part the technical volume. GIS data to be collected prior to backfilling of trenches to locate & depict the as laid underground pipelines on GIS portal. Any recitification/re-colloection of data if required during validation is to be done by contractor at no extra cost.
74GIS data collection for PE pipeline of any diameter
75Testing of PE Pipeline
76Flushing, cleaning, pneumatic testing and pressure preservation of PE pipeline laid by any method in all areas including PE pipe Line Repairing, excavation, leakage arrest, Electrofusion jointing, supply and installation of all fittings required & all work to make network ready for pre-commissioning. Identification of damages by sectionalising the pipeline network, repairing, jointing, Any excavation jointing/tie-in/looping/hook-up required is included in the scope of contractor. Submission/updation of as laid graphs/reports, as built drawings (if any) etc.
7720mm dia PE line
7832mm dia PE line
7963mm dia PE line
8090mm dia PE line
81125mm dia PE line
82Pre-Commissioning of PE Pipeline
83Pre commissioning as per specification and approved procedures, providing all tools and tackles, test ends, Nitrogen, instruments, manpower and other related accessories as per the instructions of the EIC. Purging with nitrogen at positive pressure as decided by EIC and Maintaining the completed pipelines/ installation for any defect, failures till hand over. Any excavation jointing/tie-in/looping/hook-up required is included in the scope of contractor.Submission/updation of as laid graphs/reports submission of as built drawings etc.
8420mm dia PE line
8532mm dia PE line
8663mm dia PE line
8790mm dia PE line
88125mm dia PE line
89Commissioning of PE Pipeline
90Commissioning of PE pipeline laid by any method in all areas as per scope of work, specification and approved procedures providing all tools and tackles, supply of nitrogen, instruments, manpower and other related accessories and as perinstructions of the EIC/ SIC. Maintaining the completed pipelines/ installation for any defect, failures till hand over. Any excavation jointing/tie-in/looping/hook-up required is included in the scope of contractor.Submission/updation of as laid graphs/reports submission of as built drawings etc.
9120mm dia PE line
9232mm dia PE line
9363mm dia PE line
9490mm dia PE line
95125mm dia PE line
96Testing of already laid PE Pipeline
97This is for the line which is laid previously by other contractor. Flushing, cleaning, pneumatic testing and pressure preservation of PE pipeline laid by any method in all areas including identification of penidng tie-ins/joints, excavation, Electrofusion jointing, supply and installation of all fittings required & all work to make network ready for pre-commissioning.Any excavation jointing/tie-in/looping/hook-up required is included in the scope of contractor. Laying of any pup-piece for jointing of up to 2m length for is included in the scope of this item for which no extra payment shall be made. If more than 2m PE pipeline laying is required for jointing the laid network, it will be considered as fresh laying and accordingly payment for laying shall be made under relevant SOR item for length over and above 2m. PE Pipe required shall be issued by Owner as free issue material.Identification of damages by sectionalising the pipeline network and air filling or by any method as required. Repair work required at each identified damaged location shall be paid seprately under relevant SOR item. Scope includes Submission/updation of as laid graphs/reports, as built drawings (if any) etc.
9820mm dia PE line
9932mm dia PE line
10063mm dia PE line
10190mm dia PE line
102125mm dia PE line
103Pre-Commissioning & Commissioning of already laid PE Pipeline
104This is for the line which is laid previously by other contractor.Making the tested network ready for commissioning, Purging with nitrogen at positive pressure as decided by EIC and commissioning of PE pipeline laid by any method in all areas as per scope of work, specification and approved procedures providing all tools and tackles, supply of nitrogen, instruments, manpower and other related accessories and as perinstructions of the EIC/ SIC. Maintaining the completed pipelines/ installation for any defect, failures till hand over. Any excavation jointing/tie-in/looping/hook-up required is included in the scope of contractor.Submission/updation of as laid graphs/reports submission of as built drawings etc.
10520mm dia PE line
10632mm dia PE line
10763mm dia PE line
10890mm dia PE line
109125mm dia PE line
110Cutting of built-up surfaces - PCC / RCC Road/asphalt multi-layer Road
111Cutting of built-up surfaces - PCC / RCC Road/asphalt multi-layer Road(along length of pipeline) of any width and excavation for laying of PE line in built-up surface as per direction of EIC.These rates are not applicable on HDD method and laying in hard rock starta. Paver block shall not be considered as built-up surface and no payment shall be made under this SOR for dismentalling paver blocks.
112Providing extra protection for service lines where proper depth cannot be obtained.
113The buried service lines shall be provided with a minimum cover of 1.0 m. Where it is impractical to provide 1.0 m cover due to physical constraints, additional protective measures such as concrete slabsshall be installed at least 300 mm above the service line. In no case the depth of cover shall be less than 600mm. The depth of cover can be further reduced upto 375 mm provided it meets the following requirements:i. The line pressure shall not exceed 110 mbar.ii. The diameter of pipe shall not exceed 63mm.All records of such cases of lesser cover shall be prepared & maintained separately.
114Supply & Installation ofRCC slab of minimum 150mm thick and 300mm width for protection of pipeline. There shall be sand filling across three sides of the line pipe of 100mm each shall be required to be taken by contractor in consultation with EIC as per latest PNGRB Guidelines. No additional payment shall be admissible against the same. In case RCC slab protection is also required at the bottom of pipeline, length of same shall also be measured for payment purpose.
115HSE Compliance-PE Work
116Charges for compliance to Health, Safety & Environment (HSE) as detailed in Scope of Work.
117MDPE Section-PPE, Continuous Barricades along the trenches as per approved drawing in tender, Use of Safety Boots, Hand gloves, Reflective jackets, Hard hats(helmets), Safety shoes, eye and ear safety equipments, Fire extinguishers, warning display board and as per the detailed scope of work in tender specifications and as per the direction of EIC.
118Providing hard barricading with all HSE compliance for PE Pipeline
119Providing Safety Cone & Chain barricading with all HSE compliance for PE Pipeline
120Protection for Transition joint of all sizes
121Padestal - Providing PCC of grade (1:2:4) work supply and installation of GI Sleeves of 2.5\" NB x 300 mm length to 3\" NB x 300 mm, construction of concrete pedestal of adequate size with supply of all materials, supply & filling of sand etc. for domestic connections/ commercial and industrial installations as per Instruction of Owner/Owner\"s representative for satisfactory completion of job.
122HDPE Crash Guard - Proving PCC work supply and installation of GI Sleeves of 2.5\" NB x 300 mm length to 3\" NB x 300 mm, supply and installation HDPE Crash Guard, supply & filling of sand etc. for domestic connections/ commercial and industrial installations as per Instruction of Owner/Owner\"s representative for satisfactory completion of job.
123Supply & Installation of GI/ MS/ Concrete Sleeves/HDPE Crash Guard (wherever required as a Special Case as per instructions of the Engineer-in-charge)
124Supply, installation of sleeve, insertion of pipe, sealing the annuals, firm fixing ofSleeves with concrete mix. Breaking through any obstructions and their subsequent restoration, as per specifications and instructions of the Engineer-in-charge.GI/MS Pipes shall be Heavy (C-Class) as per IS-1239. The decision regarding use of type of sleeves to be used at various locations shall be made by Engineer In Charge/ Owner.
125GI Sleeves /Concrete Sleeves
1262 1/2” NB, 1’ Length
1274” NB, 1’ Length
128MS Enamel Coated
1294” NB, 3’ Length
130Concrete Sleeve (NP-2 Class)
1314” NB, 3’ Length
1326” NB, 3’ Length
133Restoration Work
134Restoration of excavated pits, trench, surface with required thickness as per original condition. Restoration of the roads, pavements, channels, footpaths, tiles, stones etc. to original condition including supply of the approved quality material required to complete the activities mentioned above as per local authorities norms, obtaining NOC from concerned local authorities / land owners /third party inspection agencies (if any) designated by owner and to? the satisfaction of Engineer-in-charge.
135Asphalt road: Restoration of bitumen Asphalt road after laying of MDPE pipe line as per the drawing and to the original conditions, specifications and instruction of Engineer-In-Charge. Restoration of roads shall be done to the satisfaction of local authorities and to get NOC from the concerned authorities.
136Restoration of the all kind of pathway by using excavated material such as tiles/pavers/granite/red stone etc by providing PCC pf required thickness and making it as original as per the drawings and to the original conditions Item includes providing of extra material such as Tiles/Paver/Granite etc matching to original pathways.
137Concrete road/ Concrete pavement: Restoration of concrete road and pavements shall be done by providing PCC 1:4:8 of specified thickness as per the drawing and to the original condition. The cost of all materials, labours, Shuttering, compacting the base surface etc. are in the scope of this item.
138Asphalt Road/ any type of tar road
139Cement Concrete Road
140Tiles / Paver / Blocks / Kerb Stones, Red Sand Stone
141Brick Soling / Channels, etc.
142Installation of valve in pit including supply of PE valves
143Supply of isolation valves (as per data sheet) and installation of valves in the valve pits as per typical drawing and specification enclosed and instructions of Engineer-in-charge. Payment of civil construction of valve Pits shall be paid separately as per relevant SOR.
144PE Valve 32 mm dia
145PE Valve 63 mm dia
146PE Valve 90 mm dia
147PE Valve 125mm dia
148Construction of RCC Valve Pits
149Construction of Valve Pits as per the enclosed tender drawing and specification. The item includes supply of all the material including Pre-cast RCC cover, shuttering, reinforcement, labour, curing etc as per the drgs, specification and instruction of EIC.
150Type-I having Internal size of approximately Rs. 1000 x 1000mm
151Type-II having Internal size of approximately600 x 600mm
152Type-III having Internal size of approximately 1500mm x 1500mm
153Note: The tender drawing enclosed is only for reference purpose and contractor shall be required to prepare drawings (in line with reference tender drawing) for specific sizes of Valve pits and the same shall be approved by EIC.
154Fabrication & Installation of Pipeline Markers:
155Procurement and Installation of Route Markers / Pole Markers / Plate Markers as per the attached drawings, along the route / along boundary wall, lamp posts including all associated civil works such as excavation and construction in all types of soils, construction of pedestals and grouting with concrete, cleaning, procurement and application of approved colour and quality of primer and paint, stencil letter cutting of numbers, direction, chainage etc., restoration of area to original condition and performing all works as per drawings, specification and instruction of Engineer-in-Charge.
156RCC Route Markers
157Pole markers with foundation
158Plate markers
159MDPE Repair Activity
160PE pipe Line Repairing including excavation, leakage arrest, Electrofusion jointing and restoration of any dia. up-to 63 mm including laying, testing of PE line up to 5meter with supply and installation of all fittings required. PE Pipe required shall be issued by Owner as free issue material. Payment for layingand testing of MDPE Pipes of length over & above 5 Meter (if required) shall be paid as per the relevant SOR Item as per the instruction of EIC
161PE pipe Line Repairing including excavation, leakage arrest, Electrofusion jointing and restoration of any dia. above 63 mm including laying, testing of PE line up to 5meter with supply and installation of all fittings required. PE Pipe required shall be issued by Owner as free issue material.Payment for layingand testing of MDPE Pipes of length over & above5 Meter (if required) shall be paid as per the relevant SOR Item as per the instruction of EIC
162Civil Works
163Earth Filling - Supplying and filling selected earth/ moorum (excluding black cotton soil)from Contractor\"s own borrow areasincluding royalty, with all leads andlifts in low laying areas and filling to required grade and level including watering, compacting in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications anddirection of Site Engineer.
164Sand Filling - Supplying and filling in plinth with sand in low lying ares,foundation, including watering,ramming, consolidating and dressing complete.
165Paver Blocks- Providing and laying 60 mm thick factory made cement concreteinterlocking paver block of M-35 grademade by block making machine with strong vibratory compaction, ofapproved size, design & shape, laid in required colour and pattern over and including 50mm thickcompacted bed of coarse sand, filling the joints with line sand etc. all complete as per thedirection of the Engineer-in-Charge.
166Reinforced Cement Concrete (M-25)
167Excavation in any plane & dimension including disposal of excavated earth up to any lead in all conditions, backfilling using serviceable earth and disposal of surplus and unserviceable earth. Soil to be leveled and properly compacted complete in all respect as per scope of work including brick soiling and PCC, technical specification and directions of EIC. Providing and laying REINFORCED CEMENT CONCRETE (RCC) of M-25 Grade (Concrete shall be design mix / nominal mix) with 20mm & down size graded crushed stone aggregates in NON SUSPENDED slabs/pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternate panels to required slopes, all necessary form work and finishing the top surface rough or smooth as required and directed, providing pockets/openings etc. including vibrating, tampering, curing, rendering and making smooth if required in any position, shape, level and thickness etc. as specified and directed by EIC. The rates include grouting of pockets, procurement of material, shuttering, tools & tackles, reinforcement etc.
168Plain Cement Concrete (1:2:4)
169Excavation in any plane & dimension including disposal of excavated earth up to any lead in all conditions, backfilling using serviceable earth and disposal of surplus and unserviceable earth. Soil to be leveled and properly compacted complete in all respect as per scope of work, technical specification and directions of EIC. Providing and laying PLAIN CEMENT CONCRETE (PCC) (1:2:4) (Concrete shall be design mix / nominal mix) with 20mm & down size graded crushed stone aggregates in NON SUSPENDED slabs/pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternate panels to required slopes, all necessary form work and finishing the top surface rough or smooth as required and directed, providing pockets/openings etc. including vibrating, tampering, curing, rendering and making smooth if required in any position, shape, level and thickness etc. as specified and directed by EIC.
170Gate and Fencing
171Supply of erection of single leaf mild steel gate 2.5m high with mesh with anti climbing measures/spikes complete in all respect includingpainting as per TS on all MS items, all works as per specification and drawings.
172Supply of all materials, fabrication and erection of chain link fencing 2.5m high with mesh up to 2m height and Concertina coil/RBT wire (@100mm c/c gap) fencing complete in all respects including painting as per TS on all MS items, all works as per specification and drawings.
173Installations of DRS/DCU/MRS/ Metering Skid / Service Regulator
174Receiving, handling, loading, transportation and unloading of owner supplied DRS/DCU/MRS/ Metering Skid/ service regulatorincluding wall mounted SR from Owner\"s designated stock yards to Contractor\"s own stock-yards/ work-sites. Proper storing, stacking, identification, providing security and insurance cover for the materials. Supply of cover box for service regulator is in the scope of contractor.Installations of DRS/DCU/MRS/ Metering Skid/ service regulator with all associated workat foundation and hooking up with PE pipe line.The scope includes supply of transition fittings and other PE and CS fittings, GI as per requirements and various associated works (including steel welding with NDT and pressure tesing, if required) to commission DRS/MRS/Metering Skid/Service Regulator. Payment towards civil foundation work & structural workfor gate and fencing shall be payable as per relevant SOR items.
175DRS / DCU
176MRS / Metering Skids
177Wall mounted/ on ground type Service Regulator Module: Installation of Service Regulator along with piping and fabrication & supply of Cover box as per drawing, painting etc. as per drawing & Construction of Brick/RCC Foundation with plaster including sand filling.
178Pipeline laying liaisoning and assisstance in getting permissions from the statutory authorities
179Providing assisstance to IOCL to obtain permission from land/RoU owing agencies like NHAI, Indian Railways and any other government agencies who maintains the public lands. This rates are not applicable for Private lands i.e. Apartments etc. Permissions required from various authorities like NHAI / SH/PWD/Railways / Irrigation (Canal) etc. falling enroute shall be inclusive in the item rate.
180Ground Penetrating RADAR
181Carrying out subsurface utility survey along the proposed pipeline route and/ or as specified by Engineer-In-Charge for 5 m corridor using Ground Penetrating Radar (GPR) for depth upto 5m below the existing ground level to locate and identify all existing underground utilities/buried objects including but not limited to pipelines, sewers, conduits, cables, drains, manholes, appurtenances etc in the proposed corridor along with location, DGPS coordinates, depth, shape and dimensional details of utilities. Four (4) Copies of Report and Drawings incorporating all collected datas shall be submitted as per scope of work and direction of the Engineer-in-charge. Scale of Drawing shall be Planimetry (X Axis 1:1000, Y Axis 1:100), Longitudinal Section (Z Axis 1:100) and Transverse Section at critical location.Note: 1.Survey Agency for execution of GPR Survey Work to be engaged by the Contractor shall be submitted for approval of Owner/ Counsulatant prior to start of work.2. GPR Work shall be carried in presence of Contractor Representative, EPMC & TPI.
182GPR Survey Length upto 1 Km including mobilisation
183GPR Survey more than 1 KmNote : In case of GPR Survey Length exceeds 1 Km, payment for quantity beyond 1 Km shall be payable on per meter basis as per this SOR Item)
184Electrical Work
185Supply, Installation, testing & commissioning of Maintenance free Earthing with GI earth pipe, 3.0 mtr long, 100 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement etc, (with charcoal and salt ) as required as per IS 3043. Supply and installation of GI earthling conductor of the following sizes:-Above ground/buried under ground
186Supply, Installation, testing & commissioning of Maintenance free Copper Earthing with Copper cladded GI pipe, 3.0 mtr long, 50 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement etc, (withrequisite Chemical ) as required.
187Supply & Installation of 25X 6mm GI Strip
188Supply & Installation of 2.5 sq.mm CuPVC wire
189Supply & Installation 10sq. mm Cu PVC insulated cable
190Notes:1) The SOR items would be executed as per the job requirement.2)The scope as mentioned in the above SOR is of indicative nature only and shall include all activities as detailed in the relevant clauses of the specifications.3)Any other material & activities not mentioned/covered above, but otherwise required for satisfactory completion/safety of work as defined in tender has to be supplied / done by contractor at no extra cost to owner.4) Prices quoted in column shall be all inclusive of all taxes / duties (including GST) and nothing extra shall be payableby the Owner. 5)The quantities mentioned in SOR are tentative only and for the purpose of evaluation and may vary as per the actual site condition.6) The SOR shall be read along with the relevant clauses of tender document

AI Tender Summary

OUR REF NO 40191019
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 5.89 Crore
LAST DATE 27-10-2023
Authority
Authority Name Indian Oil Corporation Limited
Work Description Pe Laying Works In Muzaffarpur, Vaishali, Saran And Samastipur Districts Pe Laying Works In Muzaffarpur, Vaishali, Saran And Samastipur Districts Under Saran Ga In State Of Bihar
Basic Detail
Tender No ERPL/PCO/TS/2023-24/016
Bidding Type Tender
Location
City saran
State Bihar
Key Dates
Publish Date 14 Oct 2023
Submission Date 27 Oct 2023
Open Date 28 Oct 2023
Finance
Tender Value 5.89 Crore
Tender Fee Ref. Documents
EMD 5.45 Lakhs
Exemption Not Available
Document List
Special_Instructions_to_t.pdf
StandardDrawings.pdf
Technicalspecification.pdf
techvol_compressed.pdf
Tender-Acceptance-Format.pdf
Tendernotice_1.pdf
unpricedboq.pdf
b4783869-46d2-4ceb-9e0a-b50fefa8e3f4.html
AnnexureCommercial.xls
Bidders_help_Document_for.pdf
BOQ_182048.xls
FAQs-IOCL-Online-EMD.pdf
OID.pdf

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Tender Timeline

Oct 14, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 27, 2023
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Oct 27, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 28, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Special_Instructions_to_t.pdf

pdf

StandardDrawings.pdf

pdf

Technicalspecification.pdf

pdf

techvol_compressed.pdf

pdf

Tender-Acceptance-Format.pdf

pdf

Tendernotice_1.pdf

pdf

unpricedboq.pdf

html

b4783869-46d2-4ceb-9e0a-b50fefa8e3f4.html

xls

AnnexureCommercial.xls

pdf

Bidders_help_Document_for.pdf

xls

BOQ_182048.xls

pdf

FAQs-IOCL-Online-EMD.pdf

pdf

OID.pdf

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