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Tender Value
₹12.1 Cr
EMD Value
₹7.5 L
Closing Date
22 Dec 2025, 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 · 2 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 PSC Work". Note: Any work involving casting and launching of PSC girder/PSC slab will be considered for similar work
34 conditions · 9 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, IFSC Code, 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 financial eligibility criteria has been uploaded along with those required as per explanation given in clause 10 of IRGCC-2022 (Works Matter).
All requisite valid documents regarding constitution of business of the bidding firm should be submitted along with the tender as per clause 14 ofIRGCC-2022 (Works Matter),otherwise their offer will be considered in complete and shall 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.
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 the subject.
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 encountered in course 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 violation of contract laws, (exposing Principal Employer to the risk of legal proceedings under labour laws), the guilty contractor will be black listed and their contract shall be terminated following the due procedure, apart from initiating criminal proceedings against him with the help of Labour department officials. (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.
Replacement of existing steel girders by PSC slabs on Bridge No. 207 UP & DN (2x12.2M) , 224 UP & DN (1x12.2M), 176 DN (4x12.2M) and 171 UP & DN (2x11.0M) in TDL-GZB section of Prayagraj Division.
2025-08~NCR
2025-08
Open
Works - General
12 Months
Prayagraj, Uttar Pradesh
₹0
₹7.5 L
22 Dec 2025
28 Nov 2025
8 Dec 2025
99 items across 6 schedules · ₹10,00,48,994.26 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ2 | cum | 1050.00 | 318.74 | 3,34,677 |
| 2 | Mechanical manufacturing and supply of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips including transportation to nominated place and stacking. Note: 1.This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation(s) in designed proportion to meet prescribed Specification. 2. Measurement shall be done as per Stack measurement. | cum | 100.00 | 1,502.78 | 1,50,278 |
| 3 | With provision of painting verticals & horizontals with red luminous paints / strips of 30cm each with a gap of 30 cm. | Metre | 500.00 | 112.03 | 56,015 |
| 4 | Plate size 45cm x 45cm | Each | 7.00 | 27,160.13 | 1,90,120.91 |
| 5 | All kinds of soils | cum | 300.00 | 196.66 | 58,998 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 250.00 | 3,562.71 | 8,90,677.5 |
| 7 | 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 | 150.00 | 3,645.58 | 5,46,837 |
| 8 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 150.00 | 3,722.48 | 5,58,372 |
| 9 | 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 | 1800.00 | 185.09 | 3,33,162 |
| 10 | 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 | 950.00 | 661.48 | 6,28,406 |
| 11 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 1950.00 | 860.71 | 16,78,384.5 |
| 12 | 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 | 50.00 | 106.15 | 5,307.5 |
| 13 | 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 using 20mm graded crushed stone aggregate and coarse sand of approved quality in jacketing of piers and abutments from bottom of foundation up to a height of 10m for designed thickness of jacketing 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 paid extra under relevant item. 2. Plasticizer 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 plasticisers at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 1380.00 | 5,966.54 | 82,33,825.2 |
| 14 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 800.00 | 125.71 | 1,00,568 |
| 15 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 800.00 | 13.97 | 11,176 |
| 16 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 1080.00 | 8,153.06 | 88,05,304.8 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 290000.00 | 80.14 | 2,32,40,600 |
| 18 | Providing and launching 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 Precast Prestressed (Post-tensioned) Concrete Girder/Box Girders/Slabs in contactor's casting yard in the vicinity of worksite, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings, specifications and direction of the Engineer. Note: 1. Payment for Shuttering, Cement, Reinforcement, HTS cables, Sheathing, Anchorage Cones, stressing of cables, grouting of the ducts and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case of slab as per relevant item. 2. For pre-cast item, loading in transport vehicle in casting yard is included and shall not be paid extra. 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 680.00 | 3,645.58 | 24,78,994.4 |
| 19 | Providing, fabricating & fixing in position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post-tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying and placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar of approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. | MT | 60.00 | 1,90,323.94 | 1,14,19,436.4 |
| 20 | Extra for using HDPE sheathing in place of CRCA sheathing | Metre | 4200.00 | 164.39 | 6,90,438 |
| 21 | Supplying and laying in position specified grade precast prestressed cement concrete ballast retainers of size, as directed by Engineer In-charge. Payment for Shuttering, Cement, reinforcement, HTS cables, anchorage cones, stressing of cables and grouting of the ducts will be done extra. | cum | 340.00 | 3,645.58 | 12,39,497.2 |
| 22 | Up to 5.00 Km | MT | 360.00 | 82.12 | 29,563.2 |
| 23 | Above 5 km up to 10 km | MT | 360.00 | 117.21 | 42,195.6 |
| 24 | Above 10 km up to 15 km | MT | 360.00 | 148.62 | 53,503.2 |
| 25 | Above 15 km up to 20 km | MT | 360.00 | 177.45 | 63,882 |
| 26 | Above 20 km up to 25 km | MT | 360.00 | 204.41 | 73,587.6 |
| 27 | Above 25 km up to 30 km | MT | 360.00 | 229.96 | 82,785.6 |
| 28 | Above 30 km up to 35 km | MT | 360.00 | 254.43 | 91,594.8 |
| 29 | Above 35 km up to 40 km | MT | 360.00 | 278.05 | 1,00,098 |
| 30 | Above 40 km up to 60 km | MT | 360.00 | 332.2 | 1,19,592 |
| 31 | Above 60 km up to 80 km | MT | 1750.00 | 417.38 | 7,30,415 |
| 32 | Above 80 km up to 100 km | MT | 1750.00 | 500.71 | 8,76,242.5 |
| 33 | Above 100 km up to 150 km | MT | 1750.00 | 670.17 | 11,72,797.5 |
| 34 | Above 150 km up to 200 km | MT | 1750.00 | 914.8 | 16,00,900 |
| 35 | Above 200 km | MT- Km | 350000.00 | 4.97 | 17,39,500 |
| 36 | Applying Epoxy Poly-sulphate Paint three coats on existing bottom surface of deck slab including cleaning surface of dirt, dust & other foreign matter, sand papering, wire brushing as required with all contractor's materials tools, machinery, scaffolding, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge | Sqm | 1200.00 | 361.77 | 4,34,124 |
| 37 | Deduction in rate of 031010, 031020 and 031030 for casting of slab in place of Girder for any height | cum | 690.00 | -39.83 | -27,482.7 |
| 38 | 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 | 8000.00 | 90.12 | 7,20,960 |
| 39 | Supply & applying two coats of bitumen emulsion of Grade RS-1, conforming to IS:8887 on the top surface of concrete deck slab (New bridges) @ 1.70 kg/sqm after cleaning surface with all materials, labour, tools and plants, equipment etc. complete. | Sqm | 1000.00 | 126.19 | 1,26,190 |
| 40 | 250 MT capacity | Day | 16.00 | 3,44,872.1 | 55,17,953.6 |
| 41 | 300 MT capacity | Day | 12.00 | 3,88,272.84 | 46,59,274.08 |
| 42 | Extra for increase in road crane capacity over Item 041209 for every additional 1 MT capacity or part there of | Day | 600.00 | 1,492.64 | 8,95,584 |
| 43 | With two coats of Aluminium paint in dual containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat. | Sqm | 1500.00 | 93.17 | 1,39,755 |
| 44 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT | 25.00 | 87,491.62 | 21,87,290.5 |
| 45 | Cleaning Surface of Abutment and Piers up to bed level under water with brush or any other tools to remove all traces of moss, loose materials, fungus, algae, vegetation growth etc. Cleaning shall be carried out with contractor's trained staff, tools & plants, safety equipments etc. complete job including arranging safe approach. | Sqm | 800.00 | 121.12 | 96,896 |
| 46 | Providing and inserting nipples of size 12 to 20 mm dia. with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. | Each | 3500.00 | 66.95 | 2,34,325 |
| 47 | Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement. | Kg | 2500.00 | 356.84 | 8,92,100 |
| 48 | Epoxy Grout | Kg | 3200.00 | 1,349.02 | 43,16,864 |
| 49 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy. | Sqm | 200.00 | 939.99 | 1,87,998 |
| 50 | Providing & applying epoxy with pot life not less than 60-90 minutes for bonding of new concrete with old concrete @ 0.80 kg/sqm and as per specifications including cleaning the surfaces complete as per approved procedure. | Sqm | 800.00 | 871.18 | 6,96,944 |
| 51 | 450mm dia. | Metre | 120.00 | 1,915.01 | 2,29,801.2 |
| 52 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 3000.00 | 45.37 | 1,36,110 |
| 53 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 250.00 | 165.69 | 41,422.5 |
| 54 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 250.00 | 25.63 | 6,407.5 |
| 55 | When distance of nearest quarry is more than 150 km and up to 200 km | cum | 300.00 | 1,989.9 | 5,96,970 |
| 56 | When distance of nearest quarry is more than 200 km and up to 250 km | cum | 300.00 | 2,242.03 | 6,72,609 |
| 57 | For 60 Kg - 90 UTS Rail | Each | 56.00 | 4,465.53 | 2,50,069.68 |
| 58 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer- in-Charge. | TRM | 250.00 | 165.16 | 41,290 |
| 59 | For sleeper density of 1660 sleepers per km | TRM | 3600.00 | 258.59 | 9,30,924 |
| 60 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. | TRM | 250.00 | 380.76 | 95,190 |
| 61 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 250.00 | 127.76 | 31,940 |
| 62 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 400.00 | 98.28 | 39,312 |
| 63 | Without Rail tensor | TRM | 5000.00 | 32.67 | 1,63,350 |
| 64 | With Clamps | Set | 50.00 | 146.02 | 7,301 |
| 65 | 60 Kg - 110/90 UTS - Outside Track | Each | 84.00 | 258.52 | 21,715.68 |
| 66 | 60 Kg - 110/90 UTS - On Running Line | Each | 84.00 | 329.59 | 27,685.56 |
| 67 | 60 Kg - 90 UTS - Outside Track | Each | 144.00 | 257.57 | 37,090.08 |
| 68 | Outside Track | Each | 860.00 | 47.01 | 40,428.6 |
| 69 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 175.00 | 116.79 | 20,438.25 |
| 70 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 175.00 | 86.39 | 15,118.25 |
| 71 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 120.00 | 90.7 | 10,884 |
| 72 | Lead up to 5 Km | MT | 150.00 | 52.99 | 7,948.5 |
| 73 | Lead beyond 5 Km and up to 10 km | MT | 150.00 | 94.18 | 14,127 |
| 74 | Lead beyond 10 Km and up to 20 km | MT | 150.00 | 150.2 | 22,530 |
| 75 | Lead beyond 20 Km and up to 30 km | MT | 150.00 | 218.39 | 32,758.5 |
| 76 | Lead beyond 30 Km and up to 50 km | MT | 150.00 | 313.03 | 46,954.5 |
| 77 | Lead beyond 50 Km and up to 100 Km | MT | 150.00 | 519.02 | 77,853 |
| 78 | Lead beyond 100 Km and up to 150 Km | MT | 150.00 | 827.65 | 1,24,147.5 |
| 79 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT- Km | 60000.00 | 3.15 | 1,89,000 |
| 80 | From Truck / Trailer | MT | 350.00 | 84.43 | 29,550.5 |
| 81 | Under Traffic Block Conditions | TRM | 120.00 | 404.62 | 48,554.4 |
| 82 | 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 | 3,713.58 | 7,427.16 |
| 83 | 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 | 3,427.8 | 6,855.6 |
| 84 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 300.00 | 794.59 | 2,38,377 |
| 85 | 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 | 250.00 | 651.58 | 1,62,895 |
| 86 | 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 | 14000.00 | 15.23 | 2,13,220 |
| Schedule total | ₹9,41,44,763.85 | ||||
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