Laying Of 450 Mm Di K7 Carrier Pipe Through Dual Casing Ms Pipe Of 700 Mm And 900 Mm Dia . By Jacking Method Beneath The Railway Track Near Katra Railway Crossing , Banda On Turnkey Basis Survey , Supply Of All Materials , Labour , T . P Etc . Requi
Tender Value
1.10 Crore
Estimated cost
Bid Submission
01 Jul 2020
0 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BANDA → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Laying Of 450 Mm Di K7 Carrier Pipe Through Dual Casing Ms Pipe Of 700 Mm And 900 Mm Dia . By Jacking Method Beneath The Railway Track Near Katra Railway Crossing , Banda On Turnkey Basis Survey , Supply Of All Materials , Labour , T . P Etc . Required For Laying , Testing , Commissioning Of 450 Mm Di K7 Carrier Pipe Through Dual Casing Ms Pipe Of 700Mm And 900Mm Dia . By Jacking Method Beneath The Railway Track Near Katra Railway Crossing
BOQ
| Name of Work: Survey, Supply of all materials, Labour, T&P etc. required for Laying, Testing, Commissioning of 450 mm DI K7 Carrier Pipe through Dual Casing MS Pipe of 700 mm and 900 mm Dia. by Jacking Method beneath the Railway Track Near Katra Railway Crossing in Banda City On Turnkey Basis. The scope of work also includes Testing, Commissioning, Trial Run of 3 months & defect liability period of 12 months for civil works. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | a) Formation of drive/Thrust Pit of required size and depth including boarding, girders fixing, MS sheet wall framing, girders bracing, welding, removal of the earth to a suitable place by tractor trolleys, back filling of the pit, construction of thrust bed and thrust wall with M-25 concrete, dismantling of thrust wall after completion, barricading and safety arrangement of the pit (including the cost of dewatering if necessary and the cost of girders, MS sheets, girders bracing etc. if indispensable to be left in).\nb) Formation of Exit pit of required size and depth including boring, girders fixing, MS sheet wall framing, girders bracing, welding, removal of the earth to a suitable place by tractor trolleys, back filling of the pit, barricading and safety arrangement of the pit (including the cost of dewatering if necessary and the cost of girders, MS sheets, girders bracing etc. if indispensable to be left in).\nc) Supply & Thrusting of Primary M.S. casing pipe of 900mm ID by trenchless methodology as per Railway's approved drawing (including the cost of MS pipe 900mm inner dia. made out of 12mm thick MS sheet and fabricated as per IS:3587 from steel plate confirming to IS-2062 (250Q 80) fabrication as per IS 3589 duly beveled at both the ends and as per Railway's norms) under the railway track with all L&M the rate includes the cost for using contractor cutting edge hydraulic jacks, welding work and lighting arrangement etc including all lead lift loading, unloading and excavation work inside the MS pipe with thrusting and pulling out/removing excavation earth from the pipe etc. including the cost for working in soil, sub soil below sub water level condition (all type soil conditions) including the cost of pumping/bailing out water in case of necessity.\nd) Supply & insertion of secondary MS Casing pipe of 700mm ID (720mm OD) into the primary casing pipe & supply, laying, jointing of DI K7 450mm ID (540mm OD) carrier pipe into the Secondary MS casing pipe following all the Railway's specifications including all L&P, T&P loading, unloading, handing, rehandling, lowering, lifting, crossing of any nallah, tracks or any type of obstruction taxes, octrol, etc complete job and also jointing & laying of same casing & carrier pipe under railway track and hook up with the main pipe line on both sides in accordance with supply of tools, equipments, tackles, manpower etc. including cutting, grinding, leveling, radio graphically welding testing of pipe line, cleaning & painting to inner & outer surface of pipe, leveling pit. All other incidental works to complete the job as per approved drawing or as per instruction of site engineer with all L&P. T&P loading, leading, unloading, handling, rehandling, lowering lifting crossing of any nallah, track or any type of obstruction taxes, octrio etc. complete job including the cost of pumping/bailing out water in case of necessity (Nothing extra will be paid on this account what so ever the case may be). \ne) Providing & Fixing pipe line indicator boards (Retro reflective type) including making foundation complete in all respects as directed by engineer-in-charge including all material and T&P including. Nothing extra will be paid on any account.\nf) Providing end seal on both the ends DI K-7 450mm & 700/900 mm dia M.S. pipe and providing fixing 50mm dia G.I. vent pipe and drain pipe complete as per directions of the Railway's Engineer.\ng) P&F high density polythene spacer of required size at distance of 1.0 m apart to avoid contact of casing pipe & carrier pipe in between M.S. casing pipe & MS carrier pipe as approved & direction of Engineer-in-charge nothing extra will be paid on any account.\nh) Providing temporary steel barricading 2.00m high and making arrangement for traffic diversion such as traffic plan during construction period at site for day & night as per requirement as during the entire construction. The stage of construction involve construction washable apron, track work, drainage & allied work and construction material collection location etc. till completion of work the barricading & traffic diversion has to be kept continuously. This shall include repositioning or repairing of barricading and provision of suitable reflectors and red lamps in night the dimension of barricade as per drg/as per direction of Engineer-in-charge with all L&M as a complete job. (the released barricades will be the property of the contractor) / removal of excavation/slip earth, filling watering & ramming\ni) Removal of excavated/slip earth etc. complete.\nj) Inner & Outer surface of MS pipes will be epoxy coated of 1000 micron with all material etc. complete. | BI01010001010000000000000515BI0100001113 | 1 | Nos |
| 2 | 2 | Construction of RCC Rectangulr Manhole/Chamber of M-25 grade concrete having size 2.0 m x 2.0 m and required depth including supply of all materials, labour, T&P etc. required for completion of work. | BI01010001010000000000000515BI0100001114 | 2 | Nos |
| 3 | 3 | Supply of ISI mark K-7 S&S pipes (push on joints) of following class and diameters inclusive of jointing material (Rubber gasket of EPDM Quality) including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge. | BI01010001010000000000000515BI0100001115 | ||
| 4 | 3.01 | 450 mm dia | BI01010001010000000000000515BI0100001116 | 120 | M |
| 5 | 4 | Earth work in excavation for pipeline trenches in following type of soils with lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001117 | ||
| 6 | 4.01 | 0 - 1.5 m | BI01010001010000000000000515BI0100001118 | 198 | CUM |
| 7 | 5 | Carting, lowering, laying and jointing with SBR ruber gaskets D.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. \nIt includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. \nNote : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. | BI01010001010000000000000515BI0100001119 | ||
| 8 | 5.01 | 450 mm dia | BI01010001010000000000000515BI0100001120 | 120 | M |
| 9 | 6 | Provision for arragement for inter connecting the laid risingmain 450mm dia DI pipe K-7 with existing laid pipeline including suplly of all material, pipe, special, bends, labour T&P etc complete. | BI01010001010000000000000515BI0100001121 | 2 | Nos |
| 10 | 7 | Supply of all materials, labour, T & P etc. required and construct thrust blocks at the bends | BI01010001010000000000000515BI0100001122 | 7 | Nos |
| 11 | 8 | Dismantling of road surface for laying of pipe line and Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. | BI01010001010000000000000515BI0100001123 | ||
| 12 | 8.01 | Cement Concrete Road\nConstruction of Cement Concrete road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-\nPCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm) \nCC =100 mm, 1:2:4 (cement, coarse sand & stone ballast of 16-20 mm) | BI01010001010000000000000515BI0100001124 | 136.8 | SQM |
| 13 | 9 | Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. | BI01010001010000000000000515BI0100001125 | 120 | M |
AI Tender Summary
Tender Timeline
Jun 16, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 01, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 02, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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