Tender For Civil And Structural Steel Work For Diversion Of Product Suphala From Np1 Gantry To Np4 Gantry And Alternate Feeding Gantry For Rock Phosphate At Rashtriya Chemicals And Fertilizers Limited, Trombay Factory, Chembur, Mumbai- 400074Notes: 1
Tender Value
2.43 Crore
Estimated cost
Bid Submission
27 Nov 2026
20 days left
EMD
7 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Civil And Structural Steel Work For Diversion Of Product Suphala From Np1 Gantry To Np4 Gantry And Alternate Feeding Gantry For Rock Phosphate At Rashtriya Chemicals And Fertilizers Limited, Trombay Factory, Chembur, Mumbai- 400074Notes: 1) Kindly Read All The Pages Of Nit & Special Conditions Before Quoting For This Work. The Party Shall Visit The Site Before Quoting To Access The Quantum And Nature Of The Job.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for foundations, substructures, basements, tanks, Sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand,shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/trimming the sides, leveling and ramming of bottoms, manual dewatering,removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting, stacking the selected material in measurable heaps for future usewithin owners space or disposing as directed, loading, unloading, leveling excluding shoring, strutting etc.complete as directed by Engineer-in-Charge. |
| 2 | Extra over above item1 for lift from 1.5m to 3.0m. |
| 3 | Disposal of Excess earth after excavation / building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge,within RCF Premises, for all loads including all lifts involved. |
| 4 | Providing & Laying dry stone Rubble Soling with average 230 / 150 mm size hard stone set in regular lines, handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from outside, compacting with iron rammers, watering, sand spreading 12mm thk. layer of grit on top etc complete as directed by Engineer In Charge. (Note: The rate includes the royalty and other taxes if any) |
| 5 | Providing and laying in position plain cement concrete of Nominal Mix of 1:2:4 (1 cement OPC: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Minimum cement content 6.5 bags / Cu.M. Cement with trap/granite/ quartzite/ gneiss metal mixing in concrete mixer including bailing out water, compacting, finishing surface, curing and including the cost of centering and shuttering at all level. |
| 6 | Providing and laying in position ready mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding 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.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 350 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). All works (including Centering & Shuttering) Foundations, footings, bases of columns, rafts, pilecap, grade slab |
| 7 | Providing and laying in position ready mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding 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.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 350 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). All works (including Centering & Shuttering) Lintels, beams, plinth beams, girders, floor beam, coping. |
| 8 | Providing and laying in position ready mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding 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.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 350 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). All works (including Centering & Shuttering) Columns, Pillars, Piers, Posts, pedstals and Struts. |
| 9 | Providing and fixing in position steel bars reinforcement of various diameters for R.C.C. pile, pile caps, footings,raft,retaining wall,shear wall, lift wall, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs, drawings and bar bending schedules,including straightening, cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels. Corrosion Resistant Steel (500 CRS D) |
| 10 | Providing and Casting RCC bored cast in-situ Vertical as per IS 2911 (Part 1, Section 2) by boring through all kinds of soils/ Sand /Rock by rotary hydraulic rigs using temporary casing up to stable strata / bentonite mud circulation as specified, from tip to cut-off elevation of piles. Reinforced Cement Concrete work of filling the bore (after placement of reinforcement cage as per drawing) with M25 grade Ready Mix Concrete using 43 Grade Ordinary Portland Cement confirming to IS : 8112, of approved make and brand with minimum cement content of 400 kg/m3 and with water -cement ratio, including the water contained in aggregates (10mm to max 20mm size), not exceeding 0.45, with approved plasticizer as specified, including placing of concrete from tip to minimum of 600mm above the specified cut-off level, breaking pile head to cutoff level and exposing pile reinforcement for embedment in pile cap, Disposing & levelling of bored/excavated material suitably at locations approved by the local authorities including all lead and lifts, all complete for piles having diameter of (Pile will be measured for payment for length between pile tip to cut-off level along the pile axis. Reinforcement shall be paid separately) Note : Cost of temporary casing shall be incurred by the Contractor. 400 MM Dia Piles |
| 11 | Empty boring through over burden including road crust upto the bottom of pile cap for all diameters of piles. |
| 12 | Providing and Fixing of Foundation Bolts and nuts of MS Black and Hign Strengrth Bolts confirming lS 800, IS 363 and IS 1367 in RCC cotumn / pedestal / beam at any level including maintaining the accuracy towards line, level & position including making and using the template etc. complete as directed by Engineer ln Charge. (Contractor will take due care for its threads and rusting by applying grease and cotton waste |
| 13 | Grouting and levelling between RCC foundation and M.S. base plate of support (vertical orhorizontal) using ready mix Micro Concrete of approved brand where the thickness of repair is more than 30 mm and upto 115 mm. Rate includes shuttering and centering required for pouring micro concrete Procedure for carrying out repairing/jacketing using ready mix micro concrete by manufacturer shall be followed.. |
| 14 | To carry out total station survey of site and its surrounding structure with reference to existing co-ordinate system by establishing control stations by establishing temporary bench mark from permanent bench mark, plotting cross sections, cross distance, preparing drawings on Auto cad to the scale of 1:500, mentioning all the dimensions on the plan,super imposing CTS plan/DPremarks/demarcation plan and supplying 3 hard copies and 1 soft copy in C.D. form.. etc and setting up the coordinates at site for piles, pilecaps and foundation bolts on the ground after preparation of construction drawings as per structural designer by total station survey. |
| 15 | GANTRIES AND TRANSFER TOWER PRE-FABRICATION: Providing, detailing, fabricating and fixing at desired location using using M.S. hot rolled sections and MS Plates of grade Fe 250 as per specifications , transporting to site including provision of necessary erection bolts, fixingbolts, nuts, washers, cleats, stiffeners, gussets, baseplate,CHS/ pipe handrail and all necessary fixtures and operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting by copper slag blasting confirming to SA-2.5 colour grade after blasting, Including providing and applying paint as following ,1) one coat of Ethyl silicate inorganic zinc primer having DFT 70microns ,2)One coat of Epoxy MIO having DFT 70microns,3)one coat of finish epoxy paint using two pack polyamide cured epoxy having DFT 40 microns,4)one coat of aliphatic acrylic polyurethane paint having 40 microns. etc complete as directed by Engineer In Charge. (The qty. for gusset plates, base plates, bolts, insert plate, CHS/ Pipe handrail etc. shall be measured in M.T.). (Note: Rs. 3500/ MT. will be reduced in case due to any circumstance if Fabrication, copper slag blasting is allowed inside factory premises subjected to prior approval) |
| 16 | Erecting and fixing in position pre-fabricated steel structure of gantry, trestles and tranfer tower as directed at all heights and at all level including all necessary fixtures/ fastenings and operations to complete the work in all respect including providing and operating crane/s of required capacity. |
| 17 | Dismantling of existing gantry steel work of built up sections in angles, tees, flats and channels & rolled joists, including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering all the gantry in pieces as directed and depositing the same in RCF factory scrap yard including providing and operating crane/s of required capacity.(payment shall be based on RCF weigh bridge weight card). |
| 18 | Providing and fixing 6 mm thick Non-asbestos,color coated, reinforced by organic fibres and/or inorganic synthetic fibres, cement corrugated sheet of approved make('Hi-tech' of Everest or equivalent) conforming to IS: 14871-2000 laying the same in position as per the stipulation in IS: 3007-1991 using 8mm dia stainless steel (SS-304 Grade) L or J hook bolts, clamps, nuts and bolts, SS & EPDM washers, etc. complete and as directed. (Net Area covered by sheeting will be measured. Laps will not be paid separately). |
| 19 | Removing Sheets from roofing,cladding and ridges of existing gantry etc. Rate is excluding supporting structure but including scaffolding, handling, transporting, sorting and stacking at site lead up to 150m and or disposing etc complete as directed.(Net Area covered by sheeting will be measured. Laps will not be paid separately) |
| 20 | Supplying, fabricating, transporting and fixing as per approved design / drawing 40mm thick G. I. gratings made out 5 mm thick MS flat as main member and tor steel bars as secondary members all welded together to form a prefect mesh including getting those grating planks inspected by client / consultant, transporting to site erecting and fixing in position these grating planks at all heights with necessary G.I. clips / G.I. clamps tack welded for making floors, platforms, stair steps etc. as required at site. providing and applying painting as per direction of EIC (The rate shall include cost of G.I. clips / clamps. The contractor may procure gratings from grating manufacturer approved by EIC. The rate shall also include all charges incurred during inspection and testing): a 86 microns thick hot dip galvanising coat (grating required for staircase, landings, plastform shall be conisidered in this item) |
| 21 | Based on total station survey of the site, preparation of preliminary drawing suggesting elevations and alignment of conveyors gantries and transfer tower. On approval of preliminary drawings after review and comment incorporation in the drawings, preparation and submission of Design, drawings and BOQ of the proposed gantry structures, trestles and transfer towers, good for construction and issue of stability certificate after completion of work for minimum five years. (70% payment will be released on submission of design and drawings and remaining 30% payment shall be released on issue of stability certificate). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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