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Tender Value
₹3.3 Cr
EMD Value
₹3.2 L
Closing Date
10 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDERS
20 conditions · 6 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 of GCC (along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Regarding average annual contractual turnover, The tenderers shall submit Annexure-VIB of GCC as per proforma available in GCC/Tender Document Part A to C.
Note: Client certificate from other than Govt Organization should be duly 1.1.1 supported by Form 16A/26AS generated through TRACES of Income Tax Department of India
The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-XVII for the works costing more than Rs.20.00 crores as per special conditions of tender document part A to C.
(a)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: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
(b) (i) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), 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: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.
(i): Separate completed works of minimum required values shall also be 1.1.1 considered for fulfillment of technical eligibility criteria for different components.
Tenderers participated as JV firms for the tender costing more than Rs.10.00 crores should fulfill the Eligibility criteria of the special conditions of tender document part A to C
Definition of similar work - Any Bridge Work including ROB/RUB/LUS/Subway of required value
73 conditions · 10 needing a document upload
" All bidders are hereby informed that for the purpose of submission of Bank Guarantees in connection with Earnest Money/Bid Security, Performance Guarantee/Security, Bank Guarantees towards Advances, Security deposits, etc. shall be accepted from all Scheduled Commercial Bank of India as mentioned in the Tender Document, except those issued by Indian Overseas Bank. The Bids/offers accompanied with Bank Guarantees issued by Indian Overseas Bank shall be summarily rejected. This has the approval of competent authority ".
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-XIIA or VA of GCC. Non submission of above certificate by the bidder shall result in summarily rejection of his /their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested by which they/he is qualifying the Qualifying criteria mentioned in the Tender Document.
The accepted rates should be deemed to include all taxes direct or indirect including Income Tax leviable under Central/State or Local Bodies Act or Rules.
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
Annexure-III Constitution of the Firm with required document copies i.e., Joint Venture / Partnership Deed(s), Incorporation of Company etc.,
(i). A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii). The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document within 5 working days before closing date for submission of bids. (iii). Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid
(i). A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii). The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document within 5 working days before closing date for submission of bids. (iii). Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid
Annexure IX Details of Bank Particulars.
Annexure XII Form -JV-1 Format for Power of Attorney for Authorised Signatory (if applicable in original or attested copy).
Annexure XIII Form -JV-2 Format for Power of Attorney to lead partner (if applicable in original or attested copy).
Annexure -XIV Form - JV-3 Format for Draft M.O.U. (if applicable).
Annexure XV Form - JV -4 Draft format for Agreement (in the required proforma in original if applicable).
Annexure-III Constitution of the Firm with required document copies i.e., Joint Venture / Partnership Deed(s), Incorporation of Company etc.,
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in clause-37 of the IRSGCC for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/Integrated Goods and Services Tax Act, 2017(IGST)/Union Territory Goods and Services Tax Act, 2017 (UTGST)/respective state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt & as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act, shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to Railway immediately after the award of contract, without which no payment shall be released to the Contractor. The Contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/SGST Act, the Railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
The tenderer should upload an affidavit for verification of credentials enclosed as Annexure XII. The original affidavit should be submitted to the office concerned within five days from the date of opening of the tender. Non submission of the affidavit through online as well as original by the tenderer shall result in rejection of his/their offer.
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.
If the date of opening of tender is declared a holiday at a later date, the tenders will be opened on the next working day.
All terms and conditions in the tender documents are binding on the tenderers. Manual tenders sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
Tenderers shall hold the offer open for acceptance for a minimum period of 60 days from the date of opening of the tender
The tenderers are advised to visit the site of work in their own interest and acquaint themselves with the site conditions and expected quantum of work. Tenderer should refer for Special Conditions General & Technical, which are attached to the tender document in Documents attached to the tender. These special conditions form part of the tender document and will supplement to the conditions of tender already submitted by the tenderer, IRSGCC along with updated correction slips, IRUSSR. Where are provisions of these special conditions are at variance with IRSGCC and other documents mentioned above, these Special Conditions shall prevail.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer s may note that the Railway reserves its right to either accept or reject any Bid/s without assigning any reasons whatsoever and tenderers shall have no claims on this account
All documents in support of fulfillment of eligibility criteria should be uploaded along with the tender. Tenders without documentary evidence in support of eligibility criteria will be summarily rejected. No post tender correspondence will be permitted and the tender shall be decided based on the documents submitted/attached with the offer only. However Railway reserves the right to verify/seek for any clarification on the documents/credentials already submitted by the tenderer along with the offer.
Contractor shall at all times keep the railway administration indemnified against all penalties that may be imposed by the Govt. of India or State Govt. for infringements or any of the clauses of the mines act and rules made there under in respect of quarries from which the ballast for these works is procured.
The contractor shall be responsible for the observance of the rules and regulations under the mines act and mineral rules and Indian Metallurgical rules and regulations of State/Central Govt. concerned as amended from time to time.
IF THE TENDERER/S DELIBERATELY GIVES WRONG INFORMATION/ CREDENTIALS/DOCUMENTS IN HIS/THEIR TENDERS AND THEREBY CREATE S CIRCUMSTANCES FOR ACCEPTANCE OF HIS/THEIR TENDER, RAILWAY RESERVES THE RIGHT TO TERMINATE THE CONTRACT AT ANY STAGE, BESIDES,BANNING OF BUSINESS FOR TWO YEARS ON ENTIRE IR.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
Contact Person's: Dy.CE/CN/MAS Mob. No. 9003145240 & Dy.CE/CN/Works/MS Mob. No.9003145207
Beneficiary details: President of India acting through The FINANCIAL ADVISOR AND CHIEF ACCOUNTS OFFICER, CONSTRUCTION, SOUTHERN RAILWAY, CHENNAI-600 008
Contract Signing Authority: President of India acting through The DEPUTY CHIEF ENGINEER (CONSTRUCTION), SOUTHERN RAILWAY, CHENNAI
" All bidders are hereby informed that for the purpose of submission of Bank Guarantees in connection with Earnest Money/Bid Security, Performance Guarantee/Security, Bank Guarantees towards Advances, Security deposits, etc. shall be accepted from all Scheduled Commercial Bank of India as mentioned in the Tender Document, except those issued by Indian Overseas Bank. The Bids/offers accompanied with Bank Guarantees issued by Indian Overseas Bank shall be summarily rejected. This has the approval of competent authority ".
GST: It may please be noted that the supplier of Goods and/or services for the said tender/agreement, would be subject to GST Act and rules as applicable from time to time.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in clause-37 of the IRSGCC for the completion of works to the entire satisfaction of the Engineer.
The option of payment through Letter of Credit has been enabled for all tenders whose value is equal to or greater than Rs.10 Lacs. Necessary instructions/conditions are incorporated as condition No.67 in the tender document part A to C.
Tenderers must upload details of all works on hand with them in Railways, other public sector undertakings and private sector undertakings in the proforma (ANNEXURE-IV) while submitting their offers.
MAS - GDR Section - Proposed 1 x 3.50m x 2.50m RCC Precast boxes subway in addition to proposed ROB in lieu of Level crossing No. 16 at Km.24/400-500
DYCE-CN-MAS-01-2026
DYCE-CN-MAS-01-2026
Open
Works - General
9 Months
Chennai, Tamil Nadu
₹0
₹3.2 L
10 Apr 2026
11 Mar 2026
27 Mar 2026
102 items across 5 schedules · ₹3,32,39,097.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 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. | — | — | — | — | |
| 1 | All kinds of soils | cum | 1190.00 | 211.33 | 2,51,482.7 |
| 2 | Soft rock (not requiring blasting) | cum | 75.00 | 444.28 | 33,321 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix f o r 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 : | — | — | — | — | |
| 3 | 1:1½:3 (1 Cement: 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) | cum | 50.00 | 4,370.99 | 2,18,549.5 |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 50.00 | 4,675.43 | 2,33,771.5 |
| 5 | Providing and laying in position machine batched, machine mixed and machine v i b r a t e d 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 | 30.00 | 4,561.69 | 1,36,850.7 |
| Providing and laying in position machine batched, machine mixed and machine v i b r a t e d 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. | — | — | — | — | |
| 6 | Wing wall and Return wall | cum | 70.00 | 4,664.6 | 3,26,522 |
| 7 | Providing and casting 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, (Cast in- Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in c h a r g e . N o t e : 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 72.00 | 5,017.86 | 3,61,285.92 |
| 8 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 640.00 | 167.01 | 1,06,886.4 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 9 | 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 | 350.00 | 765.08 | 2,67,778 |
| Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms. | — | — | — | — | |
| 10 | Above 40 km up to 60 km | MT | 2.00 | 457.89 | 915.78 |
| Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms. | — | — | — | — | |
| 11 | Above 100 km up to 150 km | MT | 50.00 | 795.99 | 39,799.5 |
| 12 | Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 32.00 | 2,052.25 | 65,672 |
| 13 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 50.00 | 5,478.04 | 2,73,902 |
| 14 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each | 2.00 | 1,001.17 | 2,002.34 |
| 15 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 9217.00 | 74.78 | 6,89,247.26 |
| Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately. | — | — | — | — | |
| 16 | Fish plates of 6 bolts. | Joint | 10.00 | 337.52 | 3,375.2 |
| Cutting / cropping of rail of 52Kg - 72 UTS or lighter section, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants. Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2.Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | — | — | — | — | |
| 17 | In-situ situation | Each | 60.00 | 336.43 | 20,185.8 |
| 18 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. | Each | 12.00 | 1,806.57 | 21,678.84 |
| Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working. | — | — | — | — | |
| 19 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. | Gang Day | 10.00 | 15,337.88 | 1,53,378.8 |
| Painting 2 coats to Bridge Reference / Boards, Structures etc. along track with enamel paint of approved make with different colours & letters, as directed by Engineer in-charge. | — | — | — | — | |
| 20 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 20.00 | 145.04 | 2,900.8 |
| Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non-availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day. | — | — | — | — | |
| 21 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 10.00 | 6,018.76 | 60,187.6 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. | — | — | — | — | |
| 22 | On Running Line | Each | 72.00 | 90.38 | 6,507.36 |
| Painting speed breakers with paint of approved quality & colour over the Bituminous/ Concrete surface near approaches to level crossing. | — | — | — | — | |
| 23 | With enamel paint (two coats) | Sqm | 16.00 | 141.29 | 2,260.64 |
| 24 | Providing Rail Barricading with rails supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one or more row of horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of red oxide painting of steel work. Note: 1. Excavation and concrete work will be paid separately. 2. Rail shall be made available within 250 metres | MT | 3.80 | 1,801.21 | 6,844.6 |
| Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item. | — | — | — | — | |
| 25 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each | 2.00 | 1,65,203.98 | 3,30,407.96 |
| Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately. | — | — | — | — | |
| 26 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each | 2.00 | 1,80,064.61 | 3,60,129.22 |
| 27 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 2.00 | 4,869 | 9,738 |
| 28 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 2.00 | 4,064.12 | 8,128.24 |
| 29 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 152.00 | 77.31 | 11,751.12 |
| 30 | Drilling of 25mm to 40mm dia. holes in PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. | Each | 152.00 | 262.36 | 39,878.72 |
| 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. | — | — | — | — | |
| 31 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 100.00 | 867.49 | 86,749 |
| 32 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 100.00 | 1,459.19 | 1,45,919 |
| 33 | Tractor with Trolley for local transportation or other misc. works. | Hour | 100.00 | 641.1 | 64,110 |
| 34 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 200.00 | 782.69 | 1,56,538 |
| 35 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 5000.00 | 17.9 | 89,500 |
| Schedule total | ₹45,88,155.5 | ||||
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