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Tender Value
₹19.7 Cr
EMD Value
₹11.3 L
Closing Date
17 Mar 2026, 2:30 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
BRIDGELINE
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Definition of Similar Work :- ""Any bridge work involving erection/launching or Regirdering of Open web girder. OR Any bridge work involving erection/launching or Regirdering of Bowstring arch bridge".
34 conditions · 8 needing a document upload
Please submit bank details of the firm / individual/ JV / partnership etc. i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSCCode, PAN Number and other necessary & relevant documents.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
Please furnish documents in support of your claim to fulfill the eligibility criteria as mentioned in the tender documents. Each page of the copy of documents /certificates in support of credentials, submitted by the you, shall be self attested/ digitally signed by the you or authorized representative of the your firm. Only those documents which are declared explicitly by you as "documents supporting the claim of qualifying the laid down eligibility criteria", will be considered for evaluating the offer or otherwise available in the offer.
Please furnish statement of deviations from tender conditions, if any.
Requisite documents proving technical eligibility criteria and financialeligibilitycriteria has been uploaded along with those required as perexplanation givenin clause 10 of IRGCC-2022 (Works Matter).
All requisite valid documents regarding constitution of business of thebiddingfirm should be submitted along with the tender as per clause 14 ofIRGCC-2022 (Works Matter),otherwise their offer will be consideredincomplete andshall not be considered.
Joint Venture firms, if applicable in the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 17 of IRGCC-2022(Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
Partnership firms, if bidding for the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 18 of IRGCC-2022(Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostille certificate. Reference: para 15 of IRGCC-2022 (Works matter),otherwise their offer will be considered incomplete and shall not be considered.
For tenders having advertised value more than Rs. 20 crore, The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI of IRGCC 2022 & as amended from time to time.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority. If any Tax/Royalty/Octori is quoted extra, the same will neither be considered for evaluation of the tender nor will be paid. However any changes in rate of taxes or any new tax /cess on Works Contract will be dealt according to clause 37 of IRGCC-2022 (Works Matter).
Sales tax/Business tax will be recovered as per extant instruction on thesubject
In case the date of closing mentioned in the Notice Inviting Tender is declared a holiday/bandh/strike etc. on any account, the date of closing tender online will not be changed as the application in the website of IREPS does not permit submission of any offer after closing date and time of the tender. However, opening of tenders online will be on any convenient day after the closing date/time of tenders.
All terms and conditions in the tender documents are binding on the Tenderers.
Tenderers are advised to visit the site of work to ascertain all aspects of the site conditions viz accessibility, availability of approach road, nature of the soil, availability of material, availability of labour etc. that may be encounteredincourse of execution of work.
Tenderer should see the website for the corrigendum/addendum to the NIT/tender document, if any that may be uploaded prior to tender opening(inclusive) as there will not be any separate communication for that.
The tenderer for carrying any construction work in Uttar Pradesh must get the mselves registered from the registering Officer under Section - 7 of the Building and Other Construction Workers Act, 1996 and rules made there to by the Uttar Pradesh Govt. and submit certificate of Registration(Labour Department). For enactment of this Act, the tenderer shall be required to pay cess @ 1% of cost of construction work to be deducted from each bill.
The contractor(s) shall observe all the formalities, perform all the actsandabide by all the provisions contained in the Contract Labour Act-1970andContract Labour Central Rules, 1971 which in addition to other stipulations provides that the contractor(s) shall obtain license(s) from appropriate licensing officer of the area before commencement of the work and shall produce a copy thereof along with the original to the Railway office, which will be returned to the contractor after verification.
If any complaint is received against the contractor regarding violationofcontract laws, (exposing Principal Employer to the risk of legalproceedingsunder labour laws), the guilty contractor will be black listed andtheir contractshall be terminated following the due procedure, apart frominitiating criminalproceedings against him with the help of Labour departmentofficials.(Authority: RB letter no.2008/E (LI)/AT/CNR/3, dated 24.01.2018).
It is the responsibility of the tenderer to see corrigendum, if any, to tender notice up to the date of tender opening. IRGCC2022 (works matter)uploaded for reference only. Any correction issued by competent authority upto date of opening will be applicable. Tenderer should quote accordingly.
MAINTENANCE PERIOD: The contractor(s) shall maintain the work for a period of 4 Years from the date of issue of completion certificate by the Engineer-in-charge.
Construction of a two-lane Railway Over Bridge (ROB) after demolishing the pre- existing ROB at Level Crossing No. 38-D (Pani Ki Tanki ROB) at KM 826/25-27 on the Howrah-Delhi Rail Line between PRYJ-SFG station in Prayagraj Division.
2025-10
2025-10
Open
Works - General
12 Months
Prayagraj, Uttar Pradesh
₹0
₹11.3 L
17 Mar 2026
22 Feb 2026
3 Mar 2026
207 items across 20 schedules · ₹19,68,57,905.22 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density a n d dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for b e n c h in g . 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 1 | Using Soil Class SQ1 | cum | 1500.00 | 281.85 | 4,22,775 |
| Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 2 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 1000.00 | 237.69 | 2,37,690 |
| Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. | — | — | — | — | |
| 3 | 0m to 10m | Metre | 20.00 | 1,224.75 | 24,495 |
| 4 | 10m to 20m | Metre | 20.00 | 1,286.29 | 25,725.8 |
| 5 | 20m to 30m | Metre | 20.00 | 1,353.99 | 27,079.8 |
| 6 | 30m to 40m | Metre | 20.00 | 1,469.39 | 29,387.8 |
| 7 | Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720. | Each | 48.00 | 156.04 | 7,489.92 |
| 8 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 48.00 | 909.8 | 43,670.4 |
| 9 | Collection of water samples at required intervals | Each | 2.00 | 256.88 | 513.76 |
| Conducting laboratory Tests on collected soil samples as per relevant IS code | — | — | — | — | |
| 10 | Moisture Content/Dry Density | Each | 48.00 | 303.27 | 14,556.96 |
| 11 | Atterberg Limits | Each | 24.00 | 606.53 | 14,556.72 |
| 12 | Specific Gravity | Each | 24.00 | 606.53 | 14,556.72 |
| 13 | Grain size analysis including Hydrometer analysis | Each | 48.00 | 831.76 | 39,924.48 |
| 14 | Direct Shear Test | Each | 16.00 | 2,274.49 | 36,391.84 |
| 15 | Natural Density | Each | 48.00 | 682.35 | 32,752.8 |
| 16 | Consolidation Test | Each | 24.00 | 7,581.65 | 1,81,959.6 |
| 17 | Unconfined Compression Test | Each | 16.00 | 2,274.49 | 36,391.84 |
| 18 | Tri-axial Test | Each | 24.00 | 2,274.49 | 54,587.76 |
| 19 | Conducting chemical analysis of ground water samples to determine suitability for concreting and aggressiveness in relation to attack on concrete / reinforcement including determination of pH value. | Each | 2.00 | 1,671.08 | 3,342.16 |
| 20 | Conducting chemical analysis of soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value | Each | 16.00 | 1,671.08 | 26,737.28 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 21 | All kinds of soils | cum | 750.00 | 196.66 | 1,47,495 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 22 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | cum | 100.00 | 3,626.12 | 3,62,612 |
| 23 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 750.00 | 3,645.58 | 27,34,185 |
| Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 24 | Abutment & Pier | cum | 320.00 | 3,725.25 | 11,92,080 |
| 25 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 320.00 | 3,765.08 | 12,04,825.6 |
| Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water, by percussion drilling using Direct Mud Circulation (DMC) or Bailor and Chisel technique by tripod and mechanical Winch machine, complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement and permanent casing pipe (if any ) shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 26 | 1200mm diameter | Metre | 40.00 | 6,461.15 | 2,58,446 |
| Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. N o t e : 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 27 | 1200mm diameter | Metre | 900.00 | 10,024.16 | 90,21,744 |
| 28 | Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. | MT | 50.00 | 75,353.08 | 37,67,654 |
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. | — | — | — | — | |
| 29 | Initial load test above 100 ton and up to 250 T capacity pile | Each | 1.00 | 91,467.04 | 91,467.04 |
| 30 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each | 13.00 | 4,899.71 | 63,696.23 |
| 31 | Routine Load Test up to 50 ton capacity pile | Each | 1.00 | 28,232.16 | 28,232.16 |
| Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer. | — | — | — | — | |
| 32 | Piles with lateral load capacity of up to 50 ton | Each | 1.00 | 21,021.68 | 21,021.68 |
| 33 | Piles with lateral load capacity of above 50 ton and up to 100 ton | Each | 1.00 | 31,809.47 | 31,809.47 |
| 34 | Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. | Each | 30.00 | 3,201.02 | 96,030.6 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 35 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 1200.00 | 661.48 | 7,93,776 |
| 36 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 300.00 | 860.71 | 2,58,213 |
| 37 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 700.00 | 106.15 | 74,305 |
| Providing and fixing in position of standard preformed sealed and slab type or strip seal elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MORTH/IRC specifications complete in all respect as directed by Engineer in- charge. | — | — | — | — | |
| 38 | For 80mm expansion | Metre | 35.00 | 9,614.54 | 3,36,508.9 |
| Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load. | — | — | — | — | |
| 39 | Extra for every increase of 1 MT or part thereof over 100 MT in the span design load capacity up to 800 MT | MT | 200.00 | 283.64 | 56,728 |
| 40 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS- B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. | Kg | 17000.00 | 169.56 | 28,82,520 |
| Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS- B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns. | — | — | — | — | |
| 41 | On new girder during fabrication | Sqm | 6500.00 | 665.66 | 43,26,790 |
| 42 | Providing and fixing railing used in rows for footpath or anti-crash barrier railing with B class G.I. pipe 65/50 mm nominal dia including cost of M.S. angle and channels in vertical posts, welding / bolting, priming painting with one coat ready mix Zinc Chromate conforming to IS:104 with DFT of 25-30Microns, followed by one coat of Zinc Chrome red oxide conforming to IS:2074 with DFT of 25 Microns with all material, labour, T&P as a complete job. Note: Cost of painting shall be paid extra under relevant item. | Kg | 11000.00 | 90.12 | 9,91,320 |
| Design, supply, fitting and fixing in position true to line and level POT-PTFE bearing of 300MT Capacity, consisting of a metal piston supported by a disc or un reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements complete as per IS:2062, IS:1030, AISI:304, AISI:316, IS:6911, BS:3784, IS:3400, IS:226, BS-5400, Bridge Code a n d as per approved drawing and Technical Specifications. The design of the bearings shall be submitted by the manufacturers / contractor and got approved from Railway before fixing. Test report after inspection of the bearings shall be submitted and got approved before the materials are lifted from the manufacturer premises. | — | — | — | — | |
| 43 | POT-cum -PTFE Bearing (Free end) | Each | 1.00 | 94,851.74 | 94,851.74 |
| 44 | POT Bearing-Fixed Type | Each | 1.00 | 1,32,068.03 | 1,32,068.03 |
| 45 | POT-cum -PTFE Guided (L)Bearing | Each | 1.00 | 1,61,108.27 | 1,61,108.27 |
| 46 | POT-cum -PTFE Guided (T)Bearing | Each | 1.00 | 1,55,066.58 | 1,55,066.58 |
| 47 | Providing and fixing of Drainage Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete. | Metre | 750.00 | 360.23 | 2,70,172.5 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 48 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 100.00 | 794.59 | 79,459 |
| 49 | Hydra or similar tyre mounted Pick-n- Carry crane of 12T capacity for misc. works of handling of material | Hour | 300.00 | 942.83 | 2,82,849 |
| Schedule total | ₹3,11,91,620.44 | ||||
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