eProcureOpenWorks
(i)Construction of new LHS in lieu of LC Gate No. 24/02 by Railway s relieving girder under AEN/KWAE.(ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ…
Ministry of Railways
Office of the Sr. Divl. Engineer/Co-ordn/HWH Eastern Railway Howrah Howrah
Delivers to
Kolkata
Overview
22 facts from the tenderMinistry of Railways published this works tender on eProcure on 8 Oct 2026, for Kolkata. The estimated value is ₹25.6 Cr and the EMD is ₹51.3 L. It closes on 30 Oct 2026, 2:00 pm IST. Tender ID 92602121 · Ref 248_2026-27.
Timeline
- Published8 Oct 2026 · 1:17 pm
- Bidding startsin 5d 17h16 Oct 2026
- Closes30 Oct 2026 · 2:00 pm
Bidding
- Bid type
- Open/Advertised
- Contract type
- Works - General · Expenditure
- Tender type
- Open
- Tendering section
- OA/2
- Bidding system
- Two Packet System
- Bidding style
- Single Rate for Tender
- Validity of offer
- 90 days
- Completion period
- 12 Months
- Tender document cost
- None
- JV / consortium
- JV allowed (up to 3 members), no consortium
- Ranking order
- Lowest to Highest
- Expenditure type
- Capital (Works)
- Pre-bid meeting
- None
Buyer
- Inviting authority
- HOWRAH DIVISION-ENGG/EASTERN RLY
- Organisation type
- Central Govt. Ministry/Department
- Product category
- Railway related Products
- Location
- Kolkata
- Portal
- eProcure
- Inviting officer
- DRM/HWH/ERHOWRAH DIVISION-ENGG/EASTERN RLY
Important dates
- Published
- 8 Oct 2026, 1:17 pm IST
- Bidding starts
- 16 Oct 2026
- Closes
- 30 Oct 2026, 2:00 pm IST
Declarations by the buyer
- Complies with the Public Procurement (Make in India) Order 2017
- The tender inviting authority confirms this tender does not violate the GFR rules on procurement through GeM
- Bidders from a country sharing a land border with India must be registered with the competent authority
Schedule of work
237 items| Item | Quantity | Railways’ estimated rate | Amount |
|---|---|---|---|
| Schedule A1 · Non Schedule items (i) Construction of new LHS in lieu of LC Gate No. 24/02 by Railway's relieving girder under AEN/KWAE. | |||
| 1Mobilisation of crane for erecting and placing of RCC / PSC salbs/ RCC Box segment from road to the construction site of capacity 150 MT (minimum) - 80 ft boom length . The crane will have to work at construction site . The rate includes all kind of hire charges , fuel, labours and other necessary charges and repairing of road temporary time to time , as requtred and as per direction of complete in all respect . Here Unit "each" implies for Per crane | 3 Each | ₹30,20,279 | ₹90,60,837 |
| 2Earthwork in excavation in foundation of bridges, wing wall, drop wall, flooring etc. in all class of soil, muck etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, disposal of excavated earth to suitable place outside Rly. land or as per the direction of site-in-charge. | 5,000 cum | ₹186.77 | ₹9,33,850 |
| 3Demolition of masonry brick work. PCC, RCC of existing pier/abutment, flooer, bed, pavement etc at superstructure, sub-structure, founding level etc as required at site with/without mechanical means and shifting debris and cleaning the site as per instruction of Engineer-in-charge. The rate includes all labours, tools, plants, machineries, handling, re-handling, lead up to 250m, lift, transporting, carrying and all other incidental charges complete in all respect. | 130 cum | ₹2,215.75 | ₹2,88,047.50 |
| 4Earthwork for making of cess upto 2m from the end of sleeper etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, collection of earth from suitable place outside Rly. land or as per the direction of site-in-charge. | 5,000 cum | ₹171.97 | ₹8,59,850 |
| 5Casting of precast RCC Boxes in suitable number of segments of Grade M-35. The rate includes design of concrete mix, manufacture of concrete by concrete batching plant, cost of form works including erection & deshuttering, placement of concrete by using concrete pump, compaction, curing the concrete upto specified period complete in all respects, including lead, lift, crossing road/track etc. The rate also includes cost of all ingredients of RCC including cement, labour, tools & plants etc. Steel reinforcement supply will be paid separately. | 245 cum | ₹14,775.29 | ₹36,19,946.05 |
| 6RCC M-25 grade as per Rlys. Approved drawing & specification in flooring, wing wall, retaining wall curtain wall and drop wall. The rate includes designing of concrete mix, manufacture of concrete by concrete batching plant, cost of form work including erection & de-shuttering, batching plant, placement of concrete by concrete pump, compaction including cutting, bending & binding of reinforcements with binding wires & placing in proper position, curing of concrete upto specified period complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement admixture, labour, tools, plants etc. Steel reinforcement supply will be paid separately. | 1,136 cum | ₹11,640.16 | ₹1,32,23,221.76 |
| 7C C M-20 grade as per Rlys approved drawing & specification in bridge foundation & wearing course. The rate includes designing of concrete mix, manufacture of concrete, cost of form work including erection & de-shuttering, placement of concrete, compaction, curing complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement, admixture, labour, tools, plants etc. | 150 cum | ₹8,989.98 | ₹13,48,497 |
| 8Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in- charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work. | 500 cum | ₹1,824.47 | ₹9,12,235 |
| 9Filling of ballast, sand, stone dust into cement bag and placing spreading the same as per direction of site in charge. The rate includes all lead, lift, descend, ascend etc complete in all respect. | 20,000 Each | ₹23.34 | ₹4,66,800 |
| 10Construction of water tight joint between box joints by concreting with M 35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site. | 150 Metre | ₹4,886.13 | ₹7,32,919.50 |
| 11Cement concrete for CC M-25 grade cast IN SITU as per IS : 456-2000 using cement, coarse sand, stone ships of 20mm dia size as per IS -383 comlpete. | 100 cum | ₹16,852.45 | ₹16,85,245 |
| 12Driving S. H. rails 90R/52 kg or any section of rail below ground level across to Railway track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey, cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost. | 500 RM | ₹814.55 | ₹4,07,275 |
| 13Extra over earthwork in cutting in foundation, side drain, cross drainetc over, Non Sch Item no 1 of Schedule A during block period | 1,000 cum | ₹1,577.85 | ₹15,77,850 |
| 14Hire charges for one no. DG set 5KVA including labours, tools, plant & equipment, fuel, lubrication oil, operator, operation and maintenance with lighting arrangement by 6 nos 500 watt Halogen with fittings and 2 nos FL fittings complete. This item should be operated in case of emergency arises at site as decided by the Engineer-in-charge. | 60 Hour | ₹474.84 | ₹28,490.40 |
| 15Supply, providing, laying &fixing 5mm thick concrete canvas (flexible concrete impregnated fabric that hardness when hydrated toform a thin, durable waterproof and fire resistanceconcrete layer within 24hrs.) in Limited Heightsubway and other requiredwork.The rate includes allthe cost of lead , lift,loading, unloading,transportation, ascent,decent, crossing of Railway track, road, nullah whereverrequired, all contractor's labour, materials all taxes, royalty etc. and all theincidental charges to complete in all respect in allrespect. Contractor shall submit all relevant test certificates of the materials. Mass of unset concretecanvas should be 75kg/m2 | 80 Sqm | ₹8,604.23 | ₹6,88,338.40 |
| 16"Providing, Fabricating & laying of colour coated Galvalume (Proflex system roofing) material for self supported roofing system (Technology similar to Proflex system provided by M&Bengineering Pvt.Ltd., Ahmedabad), Material shall be of followingspecification, BMT 0.90mm to 1.00mm, APT 0.95mm Tolerance+/0.02mm thick, width 605 mm or as decided by Railway (Tolerance +/-2mm), including supplying, loading, transporting, unloading and staking at site, fabricating and laying with all contractors tools, plants, machineries materials and fixtures labours including all lead and lift and laps/ wastage if anyetc. complete. The colour of sheet will be decided by Railway. The rate is also inclusive of designing of roofing system, proof checking and providing execution drawing. Fabrication and installation of self supported roofing technology similar to Proflex System provided by M&B engineering Pvt.Ltd., Ahmedabad or decided by engineer. Note: The roofing system should be self supported roofing system (i.e. without trusses, purling's or any ancillary supports shall be designed by the Contractor through the consultantand got duly proof checked from VITI / Indian Institute ofTechnology, Mumbai, any other Govt. agencies. Design anddrawing will be approved by Railways. For design of roofingsystem relevant load parameters of IS code of practice to beadopted. The cost of designing and proof checking of design anddrawings will not be paid separately and these charges aredeemed to be included in rates of this item. The rates shall alsoinclusive of preparation of necessary auto cad drawingrequired for execution of roofing system should be 100% leakproof, resistant to corrosion and maintenance free" | 600 Sqm | ₹1,896.99 | ₹11,38,194 |
| 17Providing and laying a layer of three dimensional cellular confinement system "GEOCELL" made of ultrasonically welded HDPE strips, which acts as subgrade/subbase improving reinforcement mat weld distance of each cell=356mm, depth of cell=150mm) between formation and track structure as directed by the Engineer-in- charge. Rate includes all labour, material, tools, crossing of tracks, taxes etc. complete. | 300 Sqm | ₹478.91 | ₹1,43,673 |
| Schedule A2 · (i) Construction of new LHS in lieu of LC Gate No. 24/02 by Railway's relieving girder under AEN/KWAE. | |||
| 1Hiring 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. JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | 120 Hour | ₹808.64 | ₹97,036.80 |
| 2Supplying, driving and erecting in all types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile. | 205 Metre | ₹199.70 | ₹40,938.50 |
| 3Driving rails 90R/52 Kg section below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respectNote: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work. | 200 Metre | ₹126.77 | ₹25,354 |
| 4Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | 910 HP Hour | ₹44.97 | ₹40,922.70 |
| 5Supply 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. | 500 cum | ₹1,278.23 | ₹6,39,115 |
| 6Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | 50 cum | ₹1,864.34 | ₹93,217 |
| 7Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra). Epoxy Grout | 500 Kg | ₹1,296.66 | ₹6,48,330 |
| 8Applying 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. | 150 Sqm | ₹1,747.24 | ₹2,62,086 |
| 9Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | 100 cum | ₹2,232.71 | ₹2,23,271 |
| 10Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). 300mm dia. | 50 Metre | ₹1,259.22 | ₹62,961 |
| 11Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant. | 50 cum | ₹1,200.32 | ₹60,016 |
| 12Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-chargeNote: Payment will be made as per actual driven length of pile. | 970 Sqm | ₹1,062.78 | ₹10,30,896.60 |
| 13Hiring 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. Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | 120 Hour | ₹940.74 | ₹1,12,888.80 |
| 14Hiring 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. Tractor with Trolley for local transportation or other misc. works. | 120 Hour | ₹230.79 | ₹27,694.80 |
| 15Providing 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. | 300 Sqm | ₹177.10 | ₹53,130 |
| Schedule A3 · (i) Construction of new LHS in lieu of LC Gate No. 24/02 by Railway's relieving girder under AEN/KWAE. | |||
| 1Dismantling 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. | 50 TRM | ₹219.07 | ₹10,953.50 |
| 2Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - Outside Track | 10 Each | ₹170.82 | ₹1,708.20 |
| 3Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - On Running Line | 10 Each | ₹222.40 | ₹2,224 |
| 4Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 52 Kg - 90 UTS - Outside Track | 10 Each | ₹154.49 | ₹1,544.90 |
| 5Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 52 Kg - 90 UTS- On Running Line | 10 Each | ₹182.69 | ₹1,826.90 |
| 6Drilling 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. Outside Track | 10 Each | ₹57.02 | ₹570.20 |
| 7Drilling 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. On Running Line | 10 Each | ₹75.99 | ₹759.90 |
| 8Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing 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. For sleeper density of 1660 sleepers per km | 50 TRM | ₹329.53 | ₹16,476.50 |
| 9Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing 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. For sleeper density of 1540 sleepers per km | 50 TRM | ₹306.06 | ₹15,303 |
| 10First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1660 | 50 TRM | ₹163.70 | ₹8,185 |
| 11First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1540 | 50 TRM | ₹148.82 | ₹7,441 |
| 12Lifting 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. | 50 TRM | ₹212.73 | ₹10,636.50 |
| 13Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads.Note: 1. Lead shall be the shortest motorable road length between the points of loading and unloading.2. Loading and unloading shall be paid extra under relevant items. Lead up to 5 Km | 50 MT | ₹55.91 | ₹2,795.50 |
| 14Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note:1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate.2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | 150 cum | ₹297.77 | ₹44,665.50 |
| Schedule A4 · (i) Construction of new LHS in lieu of LC Gate No. 24/02 by Railway's relieving girder under AEN/KWAE. | |||
| 1STEEL WORK // General // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Escalation -10% | 5,000 Kg | ₹117.35 | ₹5,28,075 |
| 2STEEL WORK // General // Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Escalation -10% | 12,817.62 Kg | ₹133.70 | ₹15,42,344.21 |
| 3STEEL WORK // General // Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.Escalation -10% | 250 Kg | ₹97.20 | ₹21,870 |
| 4ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm)Escalation -10% | 200 Metre | ₹532.35 | ₹95,823 |
| 5ROOFING // RAIN WATER SPOUT AND PIPE // Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovings incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. // 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specifiedEscalation -10% | 1,250 Sqm | ₹1,401.35 | ₹15,76,518.75 |
| 6MASONRY WORK // General // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand)Escalation -10% | 50 cum | ₹7,132.25 | ₹3,20,951.25 |
| 7FINISHING // CEMENT PLASTER (IN COARSE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 coarse sand)Escalation -10% | 500 Sqm | ₹343.65 | ₹1,54,642.50 |
| 8ROAD WORK // MISCELLANEOUS // Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. // With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25Escalation -10% | 100 cum | ₹2,924.85 | ₹2,63,236.50 |
| 9ROAD WORK // ROADS // Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .Escalation -10% | 100 cum | ₹1,046.95 | ₹94,225.50 |
| 10ROAD WORK // ROADS // Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.Escalation -10% | 2,000 Sqm | ₹33.30 | ₹59,940 |
| 11ROAD WORK // PREMIX CARPET // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // With rapid setting bitumen emulsion // On W.B.M / W.M.M. @ 0.4kg/sqmEscalation -10% | 2,000 Sqm | ₹13.45 | ₹24,210 |
| 12ROAD WORK // PREMIX CARPET // Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). // 40 mm thickEscalation -10% | 2,000 Sqm | ₹1,365.50 | ₹24,57,900 |
| 13DISMANTLING AND DEMOLISHING // General // Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : // bituminous roadEscalation -10% | 80 Sqm | ₹428.50 | ₹30,852 |
| 14EARTH WORK // General // Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.Escalation -10% | 200 Sqm | ₹17.60 | ₹3,168 |
| 15EARTH WORK // General // Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.Escalation -10% | 200 Sqm | ₹8.95 | ₹1,611 |
| 16CARRIAGE OF MATERIALS // By Mechanical Transport including loading, unloading and stacking // Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Escalation -10% | 50 cum | ₹494.10 | ₹22,234.50 |
| 17FINISHING // EXTERIOR FINISHING // Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. // On concrete workEscalation -10% | 400 Sqm | ₹235.15 | ₹84,654 |
| Schedule A5 · (i) Construction of new LHS in lieu of LC Gate No. 24/02 by Railway's relieving girder under AEN/KWAE. | |||
| 1Supply of Reinforcing Steel (Fe500D) to the site of work to the extent required by the Railway for use of the work. The rate quoted shall include all costs, transportation, storing & all other incidental charges. Reinforcement Steel (TMT) conforming to IS-1786-2008 of any diameter | 220 MT | ₹76,384.97 | ₹1,68,04,693.40 |
| Schedule A6 · (i) Construction of new LHS in lieu of LC Gate No. 24/02 by Railway's relieving girder under AEN/KWAE. | |||
| 1"Transplantation of trees with in a distance of 2km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account. (a) Girth of tree shall be measured at a height of 1m above ground level." | ₹58,611.65 | ||
| Schedule B1 · (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ. | |||
| 1Mobilisation of crane for erecting and placing of RCC / PSC salbs/ RCC Box segment from road to the construction site of capacity 150 MT (minimum) - 80 ft boom length . The crane will have to work at construction site . The rate includes all kind of hire charges , fuel, labours and other necessary charges and repairing of road temporary time to time , as requtred and as per direction of complete in all respect . Here unit "each" implies for Per crane | 3 Each | ₹25,77,964.38 | ₹77,33,893.14 |
| 2Earthwork in excavation in foundation of bridges, wing wall, drop wall, flooring etc. in all class of soil, muck etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, disposal of excavated earth to suitable place outside Rly. land or as per the direction of site-in-charge. Earthwork in excavation in foundation of bridges, wing wall, drop wall, flooring etc. in all class of soil, muck etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, disposal of excavated earth to suitable place outside Rly. land or as per the direction of site-in-charge. | 4,990 cum | ₹159.42 | ₹7,95,505.80 |
| 3Demolition of masonry brick work. PCC, RCC of existing pier/abutment, flooer, bed, pavement etc at superstructure, sub-structure, founding level etc as required at site with/without mechanical means and shifting debris and cleaning the site as per instruction of Engineer-in-charge. The rate includes all labours, tools, plants, machineries, handling, re-handling, lead up to 250m, lift, transporting, carrying and all other incidental charges complete in all respect. | 240 cum | ₹1,891.25 | ₹4,53,900 |
| 4Earthwork for making of cess upto 2m from the end of sleeper etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, collection of earth from suitable place outside Rly. land or as per the direction of site-in-charge. | 890 cum | ₹146.78 | ₹1,30,634.20 |
| 5Casting of precast RCC Boxes in suitable number of segments of Grade M-35. The rate includes design of concrete mix, manufacture of concrete by concrete batching plant, cost of form works including erection & deshuttering, placement of concrete by using concrete pump, compaction, curing the concrete upto specified period complete in all respects, including lead, lift, crossing road/track etc. The rate also includes cost of all ingredients of RCC including cement, labour, tools & plants etc. Steel reinforcement supply will be paid separately. | 310 cum | ₹12,611.47 | ₹39,09,555.70 |
| 6RCC M-25 grade as per Rlys. Approved drawing & specification in flooring, wing wall, retaining wall curtain wall and drop wall. The rate includes designing of concrete mix, manufacture of concrete by concrete batching plant, cost of form work including erection & de-shuttering, batching plant, placement of concrete by concrete pump, compaction including cutting, bending & binding of reinforcements with binding wires & placing in proper position, curing of concrete upto specified period complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement admixture, labour, tools, plants etc. Steel reinforcement supply will be paid separately. | 1,020 cum | ₹9,935.47 | ₹1,01,34,179.40 |
| 7C C M-20 grade as per Rlys approved drawing & specification in bridge foundation & wearing course. The rate includes designing of concrete mix, manufacture of concrete, cost of form work including erection & de-shuttering, placement of concrete, compaction, curing complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement, admixture, labour, tools, plants etc. | 240 cum | ₹7,673.42 | ₹18,41,620.80 |
| 8Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in- charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work. | 105 cum | ₹1,557.28 | ₹1,63,514.40 |
| 9Filling of ballast, sand, stone dust into cement bag and placing spreading the same as per direction of site in charge. The rate includes all lead, lift, descend, ascend etc complete in all respect. | 19,800 Each | ₹19.93 | ₹3,94,614 |
| 10Construction of water tight joint between box joints by concreting with M 35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site. | 260 Metre | ₹4,170.56 | ₹10,84,345.60 |
| 11Cement concrete for CC M-25 grade cast IN SITU as per IS : 456-2000 using cement, coarse sand, stone ships of 20mm dia size as per IS -383 comlpete. | 205 cum | ₹14,384.43 | ₹29,48,808.15 |
| 12Driving S. H. rails 90R/52 kg or any section of rail below ground level across to Railway track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey, cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost. | 560 RM | ₹695.26 | ₹3,89,345.60 |
| 13Extra over earthwork in cutting in foundation, side drain, cross drainetc over, Non Sch Item no 1 of Schedule A during block period | 990 cum | ₹1,346.78 | ₹13,33,312.20 |
| 14Hire charges for one no. DG set 5KVA including labours, tools, plant & equipment, fuel, lubrication oil, operator, operation and maintenance with lighting arrangement by 6 nos 500 watt Halogen with fittings and 2 nos FL fittings complete. This item should be operated in case of emergency arises at site as decided by the Engineer-in-charge. | 72 Hour | ₹405.66 | ₹29,207.52 |
| 15Supply, providing, laying &fixing 5mm thick concrete canvas (flexible concrete impregnated fabric that hardness when hydrated toform a thin, durable waterproof and fire resistanceconcrete layer within 24hrs.) in Limited Heightsubway and other requiredwork.The rate includes allthe cost of lead , lift,loading, unloading,transportation, ascent,decent, crossing of Railway track, road, nullah whereverrequired, all contractor's labour, materials all taxes, royalty etc. and all theincidental charges to complete in all respect in allrespect. Contractor shall submit all relevant test certificates of the materials. Mass of unset concretecanvas should be 75kg/m2 | 80 Sqm | ₹7,344.25 | ₹5,87,540 |
| 16"Providing, Fabricating & laying of colour coated Galvalume (Proflex system roofing) material for self supported roofing system (Technology similar to Proflex system provided by M&B engineering Pvt.Ltd., Ahmedabad), Material shall be of following specification, BMT 0.90mm to 1.00mm, APT 0.95mm Tolerance +/0.02mm thick, width 605 mm or as decided by Railway (Tolerance +/-2mm), including supplying, loading, transporting, unloading and staking at site, fabricating and laying with all contractors tools, plants, machineries materials and fixtures labours including all lead and lift and laps/ wastage if any etc. complete. The colour of sheet will be decided by Railway. The rate is also inclusive of designing of roofing system, proof checking and providing execution drawing. Fabrication and installation of self supported roofing technology similar to Proflex System provided by M&B engineering Pvt.Ltd., Ahmedabad or decided by engineer. Note: The roofing system should be self supported roofing system (i.e. without trusses, purling's or any ancillary supports shall be designed by the Contractor through the consultantand got duly proof checked from VITI / Indian Institute of Technology, Mumbai, any other Govt. agencies. Design and drawing will be approved by Railways. For design of roofing system relevant load parameters of IS code of practice to be adopted. The cost of designing and proof checking of design and drawings will not be paid separately and these charges are deemed to be included in rates of this item. The rates shall also inclusive of preparation of necessary auto cad drawing required for execution of roofing system should be 100% leak proof, resistant to corrosion and maintenance free" | 600 Sqm | ₹1,620.62 | ₹9,72,372 |
| 17Providing and laying a layer of three dimensional cellular confinement system "GEOCELL" made of ultrasonically welded HDPE strips, which acts as subgrade/subbase improving reinforcement mat weld distance of each cell=356mm, depth of cell=150mm) between formation and track structure as directed by the Engineer-in- charge. Rate includes all labour, material, tools, crossing of tracks, taxes etc. complete. | 300 Sqm | ₹409.14 | ₹1,22,742 |
| 18Installation of sheet piles including all type of taxes, all activities of mobilization of equipment, manpower, consumables, demobilization, welding of sheet piles, all other auxiliary processes to facilitate sheet pile driving as per direction of the Engineer in charge. sheet pile driving length is 15m to 18m. welding at site should be done as per RDSO approved welders only. | 60 RM | ₹74,346.55 | ₹44,60,793 |
| 19"Withdrawal of sheet pile from earth by dry vibro hammering including all types of taxes, all activities of mobilization of equipment, manpower, consumables, demobilization, cutting of sheet piles all other auxiliary processes to facilitate sheet pile removing as per direction of Engineer in charge." | 60 RM | ₹74,346.55 | ₹44,60,793 |
| 20"Providing of CC crib/Sleepercrib support to 5.80 m heightas per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc." | 4 Set | ₹38,068.80 | ₹1,52,275.20 |
| 21"Expansion joint treatement with 'SIKADUR COMBIFLEX'repair/grind the edges from both sides with Sikadur-31,an epoxy adhesive cum repair mortar. Supply andapply of high performance joint sealing system 'SikadurCombiflex SG' 2 mm thick and 200 mm wide to beqlued to the substrate with the help of epoxy adhesive'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints onthe joint and as per manufacturer's specification,complete in all respect." | 200 RM | ₹5,073.99 | ₹10,14,798 |
| Schedule B2 · (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ. | |||
| 1Launching of railway's relieving girder of overall length up to 12 to 22 metre after removing track, ballast, excavation earth on properly prepared wooden / cc cribs supports as per the approved scheme of launching, Railway drawing and specifications, by contractor's road crane including all tools, plants, machineries, labour, equipments etc. The work includes fixing of track i.e. Steel channel sleepers, rails & fittings as per railway specifications and standards on the relieving girder and necessary adjustments in the longitudinal and cross levels including lifting & packing at approaches of girders after insertion of the relieving girder in track to maintain safety of trains on the relieving girder and its approaches. Note:- RH girder, sleepers, rails & fittings will be provided by railway | 81 MT | ₹6,236.72 | ₹5,05,174.32 |
| 2"De-launching of Railway's 12 to 22 m long reliving girder from bridges and stacking at suitable location as per direction of Engineer in charge with contractor's labour, trailer, cranes, derricks, tools and plants, equipments, consumables etc. complete as per specifications, special conditions and detailed scope of work furnished in the tender and as directed by the Engineer in charge. Note: - The rate shall be inclusive of dismantling of track fixed on girder." | 81 MT | ₹3,107.94 | ₹2,51,743.14 |
| 3Removal of BG track assembly of required length during traffic block in straight/ curve laid on LWR/SWR/single rail with 60Kg/52Kg rails on PSC sleepers with spacing up to 1660 sleeper per KM density with the help of contractor's road crane including cutting of rails with abrasive disc cutter & drilling of holes along with chamfering wherever required, leading and stacking them near site without damaging the BG track assembly with contractor labour, tools, plants, equipments etc. including handling, re- handling, crossing of track, Nallahs and any other obstructions without disturbing centre line and level pegs as per direction of site engineer in charge. | 53 MT | ₹5,821.31 | ₹3,08,529.43 |
| 4Insertion of already assembled BG track in existing track alignment during traffic block or otherwise with the help of contractor's road crane over bank or as directed by Engineer in charge at site in straight/curve, including cutting of rails with abrasive disc cutter & drilling of holes along with chamfering wherever required, squaring of sleepers, ensuring correct sleeper spacing, gauge, alignment, longitudinal and cross levels including removing of kinks of rails including one katcha packing to bring the track to good geometry as per IRPWM fit for 20 kmph including tightening/recouping of all sleepers, fittings and fastening etc. as a complete job with contractor's labour, tools, plants, equipments etc. including handling, re- handling, crossing of track, Nallahs and any other obstructions as per site conditions & direction of site engineer in charge. The rate shall include preparation of formation for laying of track including levelling & grading and nothing extra will be paid on this account | 53 MT | ₹5,821.31 | ₹3,08,529.43 |
| 5Maintenance of track over relieving girder & its approaches ensuring the safety of track by maintaining correct gauge, alignment, longitudinal and cross levels as per IRPWM fit for 30 kmph including tightening /recouping of all fittings and fastening over relieving girder & its approaches etc. with contractor's labour, tools, plants, equipments etc. as per direction of site engineer in charge as a complete job. The rate shall also include the protection of bank in case of settlement of sleeper/CC crib . Contractor has to provide the gang of minimum 15 labours along with supervisor experienced in track work per day including one watchman from 5.00pm to 8.00 am. The payment under this item shall be made after launching of reliving girder till the removal of same. Note: - A penalty of Rs 500/- per labour per day shall be imposed in case of non availability of any labour/supervisor. Decision of Engineer in charge in this regard shall be final & binding to contractor. | 40 Day | ₹8,126.24 | ₹3,25,049.60 |
| 6Supplying of Wooden Blocks Size 2750 x 250 x 200mm made of Sal wood suitable for temporary arrangement of Relieving girder as per direction of site engineer in charge. These blocks shall become property of railway after completion of work. | 20 cum | ₹1,02,383.04 | ₹20,47,660.80 |
| 7Manufacturing, supplying and stacking 50mm gauge machine crushed stone ballast as directed at indicated place conforming to Rly specification for track ballast IRS-GE-1,June 04(with upto date correction slips) including all lead, lift , all royalties ,duties, taxes, making stacking area , cost of all labour, transportation, loading, unloading etc. | 120 cum | ₹2,349.47 | ₹2,81,936.40 |
| Schedule B3 · (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ. | |||
| 1"Pushing/Insertion/Placing of Precast RCC Box through air pushing during block in previously fully/semi excavated embankment for all height and depth including normal to embankment or in skew including designing/providing /fixing of steel frame for pushing of precast RCC Box and its approval by Railway. Rate is inclusive of cost of all types of jacks power packs, T&P, MS Pins & extension pieces required additional struts for further pushing consumables fuel labour taxes and supervision etc. includes provision of all necessary arrangement for pushing including all lead , lift , ascents , descents , loading , unloading, handeling, rehandeling, crossing of stream, nallah, Railway track, level crossing etc. or any other obstruction, cost of all safety works and safety precautions all labour and materials as a complete job. The resource deployment shall be adequate enough to ensure controlled air pushing @ 4.0 m/h. (Effective) nothing extra shall be paid on this account." | 36 Metre | ₹68,178.50 | ₹24,54,426 |
| Schedule B4 · (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ. | |||
| 1Providing & carrying out water proofing treatment to existing RCC Box construction/expansion rigid joints by forming groove up to clear cover depth and 300 mm width along joint line, including cleaning and surface preperation: Supplying and fixing centrally placed PVC waterstop secured with stainless steel screws:providing and placing high strength micro-concrete/non-shrink conrete (Including UHPC where required): providing & fixing FPO tape over joint to ensure complete sealing of expansion joint in all respect as per specifications.approved drawings and direction of Engineer-in-charge including all materials, labour. T&P.scaffolding.curing.leads & lifts. (Dewatering.PU and other adhessive material will be paid seprately | 80 Metre | ₹11,507.62 | ₹9,20,609.60 |
| Schedule B5 · (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ. | |||
| 1Casting and installation of single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | 1,260 cum | ₹3,355.94 | ₹42,28,484.40 |
| 2Loading, 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. | ₹1,37,388.60 | ||
| 3"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." | ₹1,65,836.40 | ||
| 4Hiring 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. JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | 120 Hour | ₹808.64 | ₹97,036.80 |
| 5Supplying, driving and erecting in all types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile. | 200 Metre | ₹199.70 | ₹39,940 |
| 6Driving rails 90R/52 Kg section below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work. | 200 Metre | ₹126.77 | ₹25,354 |
| 7Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | 560 HP Hour | ₹44.97 | ₹25,183.20 |
| 8Supply 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. | 495 cum | ₹1,278.23 | ₹6,32,723.85 |
| 9Supplying 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. | 41 MT | ₹1,21,349.03 | ₹49,75,310.23 |
| 10Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | 50 cum | ₹1,864.34 | ₹93,217 |
| 11Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra). Epoxy Grout | 650 Kg | ₹1,296.66 | ₹8,42,829 |
| 12Applying 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. | 140 Sqm | ₹1,747.24 | ₹2,44,613.60 |
| 13Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | 100 cum | ₹2,232.71 | ₹2,23,271 |
| 14Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). 600mm dia. | 100 Metre | ₹3,420.37 | ₹3,42,037 |
| 15Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant. | 120 cum | ₹1,200.32 | ₹1,44,038.40 |
| 16Hiring 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. Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | 72 Hour | ₹940.74 | ₹67,733.28 |
| 17Hiring 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. Tractor with Trolley for local transportation or other misc. works. | 160 Hour | ₹230.79 | ₹36,926.40 |
| 18Providing 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. | 300 Sqm | ₹177.10 | ₹53,130 |
| Schedule B6 · (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ. | |||
| 1Dismantling 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. | 50 TRM | ₹219.07 | ₹10,953.50 |
| 2Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - Outside Track | 10 Each | ₹170.82 | ₹1,708.20 |
| 3Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - On Running Line | 10 Each | ₹222.40 | ₹2,224 |
| 4Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 52 Kg - 90 UTS - Outside Track | 10 Each | ₹154.49 | ₹1,544.90 |
| 5Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 52 Kg - 90 UTS- On Running Line | 10 Each | ₹182.69 | ₹1,826.90 |
| 6Drilling 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. Outside Track | 10 Each | ₹57.02 | ₹570.20 |
| 7Drilling 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. On Running Line | 10 Each | ₹75.99 | ₹759.90 |
| 8Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing 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. For sleeper density of 1660 sleepers per km | 50 TRM | ₹329.53 | ₹16,476.50 |
| 9Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing 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. For sleeper density of 1540 sleepers per km | 50 TRM | ₹306.06 | ₹15,303 |
| 10First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1660 | 50 TRM | ₹163.70 | ₹8,185 |
| 11First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1540 | 50 TRM | ₹148.82 | ₹7,441 |
| 12Lifting 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. | 50 TRM | ₹212.73 | ₹10,636.50 |
| 13Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1. Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead up to 5 Km | 49 MT | ₹55.91 | ₹2,739.59 |
| 14Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | 149 cum | ₹297.77 | ₹44,367.73 |
| Schedule B7 · (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ. | |||
| 1STEEL WORK // General // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Escalation -10% | 3,990 Kg | ₹117.35 | ₹4,21,403.85 |
| 2STEEL WORK // General // Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Escalation -10% | 20,285 Kg | ₹133.70 | ₹24,40,894.05 |
| 3STEEL WORK // General // Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.Escalation -10% | 200 Kg | ₹97.20 | ₹17,496 |
| 4ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.Escalation -10% | 400 Sqm | ₹738.65 | ₹2,65,914 |
| 5ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm)Escalation -10% | 120 Metre | ₹532.35 | ₹57,493.80 |
| 6ROOFING // RAIN WATER SPOUT AND PIPE // Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovings incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. // 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specifiedEscalation -10% | 900 Sqm | ₹1,401.35 | ₹11,35,093.50 |
| 7MASONRY WORK // General // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand)Escalation -10% | 80 cum | ₹7,132.25 | ₹5,13,522 |
| 8FINISHING // CEMENT PLASTER (IN COARSE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 coarse sand)Escalation -10% | 2,880 Sqm | ₹343.65 | ₹8,90,740.80 |
| 9ROAD WORK // MISCELLANEOUS // Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. // With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25Escalation -10% | 170 cum | ₹2,924.85 | ₹4,47,502.05 |
| 10ROAD WORK // ROADS // Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .Escalation -10% | 170 cum | ₹1,046.95 | ₹1,60,183.35 |
| 11ROAD WORK // ROADS // Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.Escalation -10% | 1,980 Sqm | ₹33.30 | ₹59,340.60 |
| 12ROAD WORK // PREMIX CARPET // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // With rapid setting bitumen emulsion // On W.B.M / W.M.M. @ 0.4kg/sqmEscalation -10% | 1,980 Sqm | ₹13.45 | ₹23,967.90 |
| 13ROAD WORK // PREMIX CARPET // Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). // 40 mm thickEscalation -10% | 1,980 Sqm | ₹1,365.50 | ₹24,33,321 |
| 14CARRIAGE OF MATERIALS // By Mechanical Transport including loading, unloading and stacking // Steel // 5kmEscalation -10% | 81 Tonne | ₹232.31 | ₹16,935.40 |
| 15CARRIAGE OF MATERIALS // By Mechanical Transport including loading, unloading and stacking // Steel // Beyond 5 km upto 10 km per kmEscalation -10% | 406 tonne-Km | ₹16.47 | ₹6,018.14 |
| 16CARRIAGE OF MATERIALS // By Mechanical Transport including loading, unloading and stacking // Steel // Beyond 10 km upto 20 km per kmEscalation -10% | 812 tonne-Km | ₹13.41 | ₹9,800.03 |
| 17CARRIAGE OF MATERIALS // By Mechanical Transport including loading, unloading and stacking // Steel // Beyond 20 km per addl. kmEscalation -10% | 24,354 tonne-Km | ₹10.79 | ₹2,36,501.69 |
| 18DISMANTLING AND DEMOLISHING // General // Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : // bituminous roadEscalation -10% | 90 Sqm | ₹428.50 | ₹34,708.50 |
| 19EARTH WORK // General // Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.Escalation -10% | 200 Sqm | ₹17.60 | ₹3,168 |
| 20EARTH WORK // General // Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.Escalation -10% | 200 Sqm | ₹8.95 | ₹1,611 |
| 21FINISHING // EXTERIOR FINISHING // Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. // On concrete workEscalation -10% | 400 Sqm | ₹235.15 | ₹84,654 |
| 22REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer's specification and direction of Engineer-in-charge. // Non pigmented wet curing compoundEscalation -10% | 200 Sqm | ₹69.05 | ₹12,429 |
| Schedule B8 · (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ. | |||
| 1Supply of Reinforcing Steel (Fe500D) to the site of work to the extent required by the Railway for use of the work. The rate quoted shall include all costs, transportation, storing & all other incidental charges. Reinforcement Steel (TMT) conforming to IS-1786-2008 of any diameter | 360 MT | ₹65,256.45 | ₹2,34,92,322 |
| Schedule B9 · (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ-NHT section under AEN/AZ. | |||
| 1"Transplantation of trees with in a distance of 2km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account. (a) Girth of tree shall be measured at a height of 1m above ground level." | ₹58,611.65 | ||
| Schedule C1 · (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20@47"45@36 in AZ-NHT section under AEN/AZ. | |||
| 1Mobilisation of crane for erecting and placing of RCC / PSC salbs/ RCC Box segment from road to the construction site of capacity 150 MT (minimum) - 80 ft boom length . The crane will have to work at construction site . The rate includes all kind of hire charges , fuel, labours and other necessary charges and repairing of road temporary time to time , as requtred and as per direction of complete in all respect . Here Unit "each" implies for Per crane | 3 Each | ₹25,77,964.38 | ₹77,33,893.14 |
| 2Earthwork in excavation in foundation of bridges, wing wall, drop wall, flooring etc. in all class of soil, muck etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, disposal of excavated earth to suitable place outside Rly. land or as per the direction of site-in-charge. | 4,990 cum | ₹159.42 | ₹7,95,505.80 |
| 3Demolition of masonry brick work. PCC, RCC of existing pier/abutment, flooer, bed, pavement etc at superstructure, sub-structure, founding level etc as required at site with/without mechanical means and shifting debris and cleaning the site as per instruction of Engineer-in-charge. The rate includes all labours, tools, plants, machineries, handling, re-handling, lead up to 250m, lift, transporting, carrying and all other incidental charges complete in all respect. | 240 cum | ₹1,891.25 | ₹4,53,900 |
| 4Earthwork for making of cess upto 2m from the end of sleeper etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, collection of earth from suitable place outside Rly. land or as per the direction of site-in-charge. | 890 cum | ₹146.78 | ₹1,30,634.20 |
| 5Casting of precast RCC Boxes in suitable number of segments of Grade M-35. The rate includes design of concrete mix, manufacture of concrete by concrete batching plant, cost of form works including erection & deshuttering, placement of concrete by using concrete pump, compaction, curing the concrete upto specified period complete in all respects, including lead, lift, crossing road/track etc. The rate also includes cost of all ingredients of RCC including cement, labour, tools & plants etc. Steel reinforcement supply will be paid separately. | 310 cum | ₹12,611.47 | ₹39,09,555.70 |
| 6RCC M-25 grade as per Rlys. Approved drawing & specification in flooring, wing wall, retaining wall curtain wall and drop wall. The rate includes designing of concrete mix, manufacture of concrete by concrete batching plant, cost of form work including erection & de-shuttering, batching plant, placement of concrete by concrete pump, compaction including cutting, bending & binding of reinforcements with binding wires & placing in proper position, curing of concrete upto specified period complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement admixture, labour, tools, plants etc. Steel reinforcement supply will be paid separately. | 1,020 cum | ₹9,935.47 | ₹1,01,34,179.40 |
| 7C C M-20 grade as per Rlys approved drawing & specification in bridge foundation & wearing course. The rate includes designing of concrete mix, manufacture of concrete, cost of form work including erection & de-shuttering, placement of concrete, compaction, curing complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement, admixture, labour, tools, plants etc. | 240 cum | ₹7,673.42 | ₹18,41,620.80 |
| 8Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in- charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work. | 105 cum | ₹1,557.28 | ₹1,63,514.40 |
| 9Filling of ballast, sand, stone dust into cement bag and placing spreading the same as per direction of site in charge. The rate includes all lead, lift, descend, ascend etc complete in all respect. | 19,800 Each | ₹19.93 | ₹3,94,614 |
| 10Construction of water tight joint between box joints by concreting with M 35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site. | 260 Metre | ₹4,170.56 | ₹10,84,345.60 |
| 11Cement concrete for CC M-25 grade cast IN SITU as per IS : 456-2000 using cement, coarse sand, stone ships of 20mm dia size as per IS -383 comlpete. | 205 cum | ₹14,384.43 | ₹29,48,808.15 |
| 12Driving S. H. rails 90R/52 kg or any section of rail below ground level across to Railway track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey, cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost. | 560 RM | ₹695.26 | ₹3,89,345.60 |
| 13Extra over earthwork in cutting in foundation, side drain, cross drainetc over, Non Sch Item no 1 of Schedule A during block period | 990 cum | ₹1,346.78 | ₹13,33,312.20 |
| 14Hire charges for one no. DG set 5KVA including labours, tools, plant & equipment, fuel, lubrication oil, operator, operation and maintenance with lighting arrangement by 6 nos 500 watt Halogen with fittings and 2 nos FL fittings complete. This item should be operated in case of emergency arises at site as decided by the Engineer-in-charge. | 72 Hour | ₹405.66 | ₹29,207.52 |
| 15Supply, providing, laying &fixing 5mm thick concrete canvas (flexible concrete impregnated fabric that hardness when hydrated toform a thin, durable waterproof and fire resistanceconcrete layer within 24hrs.) in Limited Heightsubway and other requiredwork.The rate includes allthe cost of lead , lift,loading, unloading,transportation, ascent,decent, crossing of Railway track, road, nullah whereverrequired, all contractor's labour, materials all taxes, royalty etc. and all theincidental charges to complete in all respect in allrespect. Contractor shall submit all relevant test certificates of the materials. Mass of unset concretecanvas should be 75kg/m2 | 80 Sqm | ₹7,344.25 | ₹5,87,540 |
| 16"Providing, Fabricating & laying of colour coated Galvalume (Proflex system roofing) material for self supported roofing system (Technology similar to Proflex system provided by M&B engineering Pvt.Ltd., Ahmedabad), Material shall be of following specification, BMT 0.90mm to 1.00mm, APT 0.95mm Tolerance +/0.02mm thick, width 605 mm or as decided by Railway (Tolerance +/-2mm), including supplying, loading, transporting, unloading and staking at site, fabricating and laying with all contractors tools, plants, machineries materials and fixtures labours including all lead and lift and laps/ wastage if any etc. complete. The colour of sheet will be decided by Railway. The rate is also inclusive of designing of roofing system, proof checking and providing execution drawing. Fabrication and installation of self supported roofing technology similar to Proflex System provided by M&B engineering Pvt.Ltd., Ahmedabad or decided by engineer. Note: The roofing system should be self supported roofing system (i.e. without trusses, purling's or any ancillary supports shall be designed by the Contractor through the consultantand got duly proof checked from VITI / Indian Institute of Technology, Mumbai, any other Govt. agencies. Design and drawing will be approved by Railways. For design of roofing system relevant load parameters of IS code of practice to be adopted. The cost of designing and proof checking of design and drawings will not be paid separately and these charges are deemed to be included in rates of this item. The rates shall also inclusive of preparation of necessary auto cad drawing required for execution of roofing system should be 100% leak proof, resistant to corrosion and maintenance free" | 600 Sqm | ₹1,620.62 | ₹9,72,372 |
| 17Providing and laying a layer of three dimensional cellular confinement system "GEOCELL" made of ultrasonically welded HDPE strips, which acts as subgrade/subbase improving reinforcement mat weld distance of each cell=356mm, depth of cell=150mm) between formation and track structure as directed by the Engineer-in- charge. Rate includes all labour, material, tools, crossing of tracks, taxes etc. complete. | 300 Sqm | ₹409.14 | ₹1,22,742 |
| 18Installation of sheet piles including all type of taxes, all activities of mobilization of equipment, manpower, consumables, demobilization, welding of sheet piles, all other auxiliary processes to facilitate sheet pile driving as per direction of the Engineer in charge. sheet pile driving length is 15m to 18m. welding at site should be done as per RDSO approved welders only. | 60 RM | ₹74,346.55 | ₹44,60,793 |
| 19"Withdrawal of sheet pile from earth by dry vibro hammering including all types of taxes, all activities of mobilization of equipment, manpower, consumables, demobilization, cutting of sheet piles all other auxiliary processes to facilitate sheet pile removing as per direction of Engineer in charge." | 60 RM | ₹74,346.55 | ₹44,60,793 |
| 20"Providing of CC crib/Sleepercrib support to 5.80 m heightas per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc." | 4 Set | ₹38,068.80 | ₹1,52,275.20 |
| 21"Expansion joint treatement with 'SIKADUR COMBIFLEX'repair/grind the edges from both sides with Sikadur-31,an epoxy adhesive cum repair mortar. Supply andapply of high performance joint sealing system 'SikadurCombiflex SG' 2 mm thick and 200 mm wide to beqlued to the substrate with the help of epoxy adhesive'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints onthe joint and as per manufacturer's specification,complete in all respect." | 200 RM | ₹5,073.99 | ₹10,14,798 |
| Schedule C2 · (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20@47"45@36 in AZ-NHT section under AEN/AZ. | |||
| 1Launching of railway's relieving girder of overall length up to 12 to 22 metre after removing track, ballast, excavation earth on properly prepared wooden / cc cribs supports as per the approved scheme of launching, Railway drawing and specifications, by contractor's road crane including all tools, plants, machineries, labour, equipments etc. The work includes fixing of track i.e. Steel channel sleepers, rails & fittings as per railway specifications and standards on the relieving girder and necessary adjustments in the longitudinal and cross levels including lifting & packing at approaches of girders after insertion of the relieving girder in track to maintain safety of trains on the relieving girder and its approaches. Note:- RH girder, sleepers, rails & fittings will be provided by railway | 81 MT | ₹6,236.72 | ₹5,05,174.32 |
| 2"De-launching of Railway's 12 to 22 m long reliving girder from bridges and stacking at suitable location as per direction of Engineer in charge with contractor's labour, trailer, cranes, derricks, tools and plants, equipments, consumables etc. complete as per specifications, special conditions and detailed scope of work furnished in the tender and as directed by the Engineer in charge. Note: - The rate shall be inclusive of dismantling of track fixed on girder." | 81 MT | ₹3,107.94 | ₹2,51,743.14 |
| 3Removal of BG track assembly of required length during traffic block in straight/ curve laid on LWR/SWR/single rail with 60Kg/52Kg rails on PSC sleepers with spacing up to 1660 sleeper per KM density with the help of contractor's road crane including cutting of rails with abrasive disc cutter & drilling of holes along with chamfering wherever required, leading and stacking them near site without damaging the BG track assembly with contractor labour, tools, plants, equipments etc. including handling, re- handling, crossing of track, Nallahs and any other obstructions without disturbing centre line and level pegs as per direction of site engineer in charge. | 53 MT | ₹5,821.31 | ₹3,08,529.43 |
| 4Insertion of already assembled BG track in existing track alignment during traffic block or otherwise with the help of contractor's road crane over bank or as directed by Engineer in charge at site in straight/curve, including cutting of rails with abrasive disc cutter & drilling of holes along with chamfering wherever required, squaring of sleepers, ensuring correct sleeper spacing, gauge, alignment, longitudinal and cross levels including removing of kinks of rails including one katcha packing to bring the track to good geometry as per IRPWM fit for 20 kmph including tightening/recouping of all sleepers, fittings and fastening etc. as a complete job with contractor's labour, tools, plants, equipments etc. including handling, re- handling, crossing of track, Nallahs and any other obstructions as per site conditions & direction of site engineer in charge. The rate shall include preparation of formation for laying of track including levelling & grading and nothing extra will be paid on this account | 53 MT | ₹5,821.31 | ₹3,08,529.43 |
| 5Maintenance of track over relieving girder & its approaches ensuring the safety of track by maintaining correct gauge, alignment, longitudinal and cross levels as per IRPWM fit for 30 kmph including tightening /recouping of all fittings and fastening over relieving girder & its approaches etc. with contractor's labour, tools, plants, equipments etc. as per direction of site engineer in charge as a complete job. The rate shall also include the protection of bank in case of settlement of sleeper/CC crib . Contractor has to provide the gang of minimum 15 labours along with supervisor experienced in track work per day including one watchman from 5.00pm to 8.00 am. The payment under this item shall be made after launching of reliving girder till the removal of same. Note: - A penalty of Rs 500/- per labour per day shall be imposed in case of non availability of any labour/supervisor. Decision of Engineer in charge in this regard shall be final & binding to contractor. | 40 Day | ₹8,126.24 | ₹3,25,049.60 |
| 6Supplying of Wooden Blocks Size 2750 x 250 x 200mm made of Sal wood suitable for temporary arrangement of Relieving girder as per direction of site engineer in charge. These blocks shall become property of railway after completion of work. | 20 cum | ₹1,02,383.04 | ₹20,47,660.80 |
| 7Manufacturing, supplying and stacking 50mm gauge machine crushed stone ballast as directed at indicated place conforming to Rly specification for track ballast IRS-GE-1,June 04(with upto date correction slips) including all lead, lift , all royalties ,duties, taxes, making stacking area , cost of all labour, transportation, loading, unloading etc. | 120 cum | ₹2,349.47 | ₹2,81,936.40 |
| Schedule C3 · (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20@47"45@36 in AZ-NHT section under AEN/AZ. | |||
| 1"Pushing/Insertion/Placing of Precast RCC Box through air pushing during block in previously fully/semi excavated embankment for all height and depth including normal to embankment or in skew including designing/providing /fixing of steel frame for pushing of precast RCC Box and its approval by Railway. Rate is inclusive of cost of all types of jacks power packs, T&P, MS Pins & extension pieces required additional struts for further pushing consumables fuel labour taxes and supervision etc. includes provision of all necessary arrangement for pushing including all lead , lift , ascents , descents , loading , unloading, handeling, rehandeling, crossing of stream, nallah, Railway track, level crossing etc. or any other obstruction, cost of all safety works and safety precautions all labour and materials as a complete job. The resource deployment shall be adequate enough to ensure controlled air pushing @ 4.0 m/h. (Effective) nothing extra shall be paid on this account." | 36 Metre | ₹68,178.50 | ₹24,54,426 |
| Schedule C4 · (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20@47"45@36 in AZ-NHT section under AEN/AZ. | |||
| 1Providing & carrying out water proofing treatment to existing RCC Box construction/expansion rigid joints by forming groove up to clear cover depth and 300 mm width along joint line, including cleaning and surface preperation: Supplying and fixing centrally placed PVC waterstop secured with stainless steel screws:providing and placing high strength micro-concrete/non-shrink conrete (Including UHPC where required): providing & fixing FPO tape over joint to ensure complete sealing of expansion joint in all respect as per specifications.approved drawings and direction of Engineer-in-charge including all materials, labour. T&P.scaffolding.curing.leads & lifts. (Dewatering.PU and other adhessive material will be paid seprately | 80 Metre | ₹11,507.62 | ₹9,20,609.60 |
| Schedule C5 · (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20@47"45@36 in AZ-NHT section under AEN/AZ. | |||
| 1Casting and installation of single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | 1,260 cum | ₹3,355.94 | ₹42,28,484.40 |
| 2Loading, 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. | ₹1,37,388.60 | ||
| 3"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." | ₹1,65,836.40 | ||
| 4Hiring 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. JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | 120 Hour | ₹808.64 | ₹97,036.80 |
| 5Supplying, driving and erecting in all types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile. | 200 Metre | ₹199.70 | ₹39,940 |
| 6Driving rails 90R/52 Kg section below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work. | 200 Metre | ₹126.77 | ₹25,354 |
| 7Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | 560 HP Hour | ₹44.97 | ₹25,183.20 |
| 8Supply 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. | 495 cum | ₹1,278.23 | ₹6,32,723.85 |
| 9Supplying 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. | 41 MT | ₹1,21,349.03 | ₹49,75,310.23 |
| 10Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | 50 cum | ₹1,864.34 | ₹93,217 |
| 11Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra). Epoxy Grout | 650 Kg | ₹1,296.66 | ₹8,42,829 |
| 12Applying 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. | 140 Sqm | ₹1,747.24 | ₹2,44,613.60 |
| 13Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | 100 cum | ₹2,232.71 | ₹2,23,271 |
| 14Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). 600mm dia. | 100 Metre | ₹3,420.37 | ₹3,42,037 |
| 15Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant. | 120 cum | ₹1,200.32 | ₹1,44,038.40 |
| 16Hiring 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. Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | 72 Hour | ₹940.74 | ₹67,733.28 |
| 17Hiring 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. Tractor with Trolley for local transportation or other misc. works. | 160 Hour | ₹230.79 | ₹36,926.40 |
| 18Providing 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. | 300 Sqm | ₹177.10 | ₹53,130 |
| Schedule C6 · (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20@47"45@36 in AZ-NHT section under AEN/AZ. | |||
| 1Dismantling 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. | 50 TRM | ₹219.07 | ₹10,953.50 |
| 2Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - Outside Track | 10 Each | ₹170.82 | ₹1,708.20 |
| 3Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - On Running Line | 10 Each | ₹222.40 | ₹2,224 |
| 4Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 52 Kg - 90 UTS - Outside Track | 10 Each | ₹154.49 | ₹1,544.90 |
| 5Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 52 Kg - 90 UTS- On Running Line | 10 Each | ₹182.69 | ₹1,826.90 |
| 6Drilling 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. Outside Track | 10 Each | ₹57.02 | ₹570.20 |
| 7Drilling 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. On Running Line | 10 Each | ₹75.99 | ₹759.90 |
| 8Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing 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. For sleeper density of 1660 sleepers per km | 50 TRM | ₹329.53 | ₹16,476.50 |
| 9Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing 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. For sleeper density of 1540 sleepers per km | 50 TRM | ₹306.06 | ₹15,303 |
| 10First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1660 | 50 TRM | ₹163.70 | ₹8,185 |
| 11First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1540 | 50 TRM | ₹148.82 | ₹7,441 |
| 12Lifting 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. | 50 TRM | ₹212.73 | ₹10,636.50 |
| 13Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1. Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead up to 5 Km | 49 MT | ₹55.91 | ₹2,739.59 |
| 14Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | 149 cum | ₹297.77 | ₹44,367.73 |
| Schedule C7 · (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20@47"45@36 in AZ-NHT section under AEN/AZ. | |||
| 1STEEL WORK // General // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Escalation -10% | 3,990 Kg | ₹117.35 | ₹4,21,403.85 |
| 2STEEL WORK // General // Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Escalation -10% | 20,285 Kg | ₹133.70 | ₹24,40,894.05 |
| 3STEEL WORK // General // Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.Escalation -10% | 200 Kg | ₹97.20 | ₹17,496 |
| 4ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.Escalation -10% | 400 Sqm | ₹738.65 | ₹2,65,914 |
| 5ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm)Escalation -10% | 120 Metre | ₹532.35 | ₹57,493.80 |
| 6ROOFING // RAIN WATER SPOUT AND PIPE // Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovings incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. // 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specifiedEscalation -10% | 900 Sqm | ₹1,401.35 | ₹11,35,093.50 |
| 7MASONRY WORK // General // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand)Escalation -10% | 80 cum | ₹7,132.25 | ₹5,13,522 |
| 8FINISHING // CEMENT PLASTER (IN COARSE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 coarse sand)Escalation -10% | 2,880 Sqm | ₹343.65 | ₹8,90,740.80 |
| 9ROAD WORK // MISCELLANEOUS // Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. // With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25Escalation -10% | 170 cum | ₹2,924.85 | ₹4,47,502.05 |
| 10ROAD WORK // ROADS // Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .Escalation -10% | 170 cum | ₹1,046.95 | ₹1,60,183.35 |
| 11ROAD WORK // ROADS // Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.Escalation -10% | 1,980 Sqm | ₹33.30 | ₹59,340.60 |
| 12ROAD WORK // PREMIX CARPET // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // With rapid setting bitumen emulsion // On W.B.M / W.M.M. @ 0.4kg/sqmEscalation -10% | 1,980 Sqm | ₹13.45 | ₹23,967.90 |
| 13ROAD WORK // PREMIX CARPET // Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). // 40 mm thickEscalation -10% | 1,980 Sqm | ₹1,365.50 | ₹24,33,321 |
| 14CARRIAGE OF MATERIALS // By Mechanical Transport including loading, unloading and stacking // Steel // 5kmEscalation -10% | 81 Tonne | ₹232.31 | ₹16,935.40 |
| 15CARRIAGE OF MATERIALS // By Mechanical Transport including loading, unloading and stacking // Steel // Beyond 5 km upto 10 km per kmEscalation -10% | 406 tonne-Km | ₹16.47 | ₹6,018.14 |
| 16CARRIAGE OF MATERIALS // By Mechanical Transport including loading, unloading and stacking // Steel // Beyond 10 km upto 20 km per kmEscalation -10% | 812 tonne-Km | ₹13.41 | ₹9,800.03 |
| 17CARRIAGE OF MATERIALS // By Mechanical Transport including loading, unloading and stacking // Steel // Beyond 20 km per addl. kmEscalation -10% | 24,354 tonne-Km | ₹10.79 | ₹2,36,501.69 |
| 18DISMANTLING AND DEMOLISHING // General // Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : // bituminous roadEscalation -10% | 90 Sqm | ₹428.50 | ₹34,708.50 |
| 19EARTH WORK // General // Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.Escalation -10% | 200 Sqm | ₹17.60 | ₹3,168 |
| 20EARTH WORK // General // Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.Escalation -10% | 200 Sqm | ₹8.95 | ₹1,611 |
| 21FINISHING // EXTERIOR FINISHING // Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. // On concrete workEscalation -10% | 400 Sqm | ₹235.15 | ₹84,654 |
| 22REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer's specification and direction of Engineer-in-charge. // Non pigmented wet curing compoundEscalation -10% | 200 Sqm | ₹69.05 | ₹12,429 |
| Schedule C8 · (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20@47"45@36 in AZ-NHT section under AEN/AZ. | |||
| 1Supply of Reinforcing Steel (Fe500D) to the site of work to the extent required by the Railway for use of the work. The rate quoted shall include all costs, transportation, storing & all other incidental charges. Reinforcement Steel (TMT) conforming to IS-1786-2008 of any diameter | 360 MT | ₹65,256.45 | ₹2,34,92,322 |
| Schedule C9 · (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20@47"45@36 in AZ-NHT section under AEN/AZ. | |||
| 1"Transplantation of trees with in a distance of 2km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account. (a) Girth of tree shall be measured at a height of 1m above ground level." | ₹58,611.65 | ||
| Total | ₹25,64,85,441.31 | ||
The total matches the advertised value.
Documents
23 files- PDFNotice inviting tenderviewNitPdf_5576771.pdf (opens in a new tab)
- PDFSpecial ConditionSimilarnatureofworkLHS.pdfNo direct link in the notice; see the notice, page 28
- PDFACSMarchACS11GCCWorks2026March_compressed.pdfNo direct link in the notice; see the notice, page 28
- PDFAnnexureXIII1Annexure-XIII1.pdfNo direct link in the notice; see the notice, page 28
- PDFJPO S and TJPOSTCables_1.pdfNo direct link in the notice; see the notice, page 28
- PDFAnnexure XAnnexure-X2.pdfNo direct link in the notice; see the notice, page 28
- PDFAnnexure IX and IXANewAnnexure-IX-merged.pdfNo direct link in the notice; see the notice, page 28
- PDFBid CapacityAnnexure-XII_.pdfNo direct link in the notice; see the notice, page 28
- PDFGeneral Condition of Contract 2022ColouredFinal_GCC_April-22_pdf_27.04.22_1.pdfNo direct link in the notice; see the notice, page 28
- PDFAnnexure- XIAnnexure-XI_11_2.pdfNo direct link in the notice; see the notice, page 28
- PDFAnnexure -XIVAnnexure-XIV_1.pdfNo direct link in the notice; see the notice, page 28
- PDFAnnexure-I to IIIAnnexure-IIIIII_3.pdfNo direct link in the notice; see the notice, page 28
- PDFACS 11ACS11GCCWorks2026.pdfNo direct link in the notice; see the notice, page 28
- PDFAnnexure-IV to VIIIAnnexure-IVVVIVIIVIII_2.pdfNo direct link in the notice; see the notice, page 28
- PDFBid SecurityAnnexure-XIII_1.pdfNo direct link in the notice; see the notice, page 28
- PDFChecklistCheckList_3.pdfNo direct link in the notice; see the notice, page 28
- PDFGCC ACS 14.07.2022GCCACS14.07.2022-compressed.pdfNo direct link in the notice; see the notice, page 28
- PDFRecommended list of Brands/Makes of materials for use in all Civil Engg. WorksLetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdfNo direct link in the notice; see the notice, page 28
- PDFUpdated tender documentUpdatedtenderdocument_151.pdfNo direct link in the notice; see the notice, page 28
- PDF2nd correction slip2ndcorrectionslip.pdfNo direct link in the notice; see the notice, page 28
- PDFAdvanceCorrectionSlipNo5ACSAdvanceCorrectionSlipNo_5ACS-5.pdfNo direct link in the notice; see the notice, page 28
- PDFGCC2022ACS7GCC-2022-ACS7.pdfNo direct link in the notice; see the notice, page 28
- PDFAnnexure-V(A)Annexure-V(A).pdf (opens in a new tab)
Documents to submit
Commercial-Compliance
- Document required
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII respectively. These Annexures are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.
- Document optional
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.
Technical-Compliances
- Document required
Demand for the credential criteria both Technical and Similar nature of work and other technical details are to be uploaded with a scanned copy duly filled in and signed as per annexure no. I, II, III. These Annexures are available in View Document menu at Home page and are downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.
Custom
- Document optional
Scanned copy of any other letters/documents etc. If agency intends to submit .
- Document required
Format for certificate to be uploaded by Tenderer Along with the tender documents (Annexure-IX)
- Document required
As per 2nd amendment of GCC-2022 in case of other than company/ Proprietary Firm , Annexure-IX -A shall also be submitted by each member of a Joint Venture (JV) / Hindu Undivided Family (HUH / Limited Liability Partnership (LLP) etc. Non-submission of properly filled certificate in the prescribed format shall summarily be rejected of offer.
- Document optional
Format for certificate of Bid Capacity Declaration to be uploaded by Tenderer Along with the tender documents (Annexure-XII)
- Document required
Standard format of the Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) Declaration to be submitted mandatorily by the bidder is enclosed as Annexure 'XIV'. ( In case of tender value above 50 lakhs.)
Eligibility
Standard Financial Criteria
- Document required
Financial Eligibility Criteria Advance Correction Slip No. 1) Ref: 2022/ce-i/ct/gcc- 2022/policy dated- 14.07.2022) A. Para 10.2., Part I of GCC shall be read as under: 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 under: Financial Eligibility Criteria: Advance Correction Slip No. 1) Ref: 2022/ce-i/ct/gcc-2022/policy dated- 14.07.2022) A. Para 10.2., Part I of GCC shall be read as under: 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 under: The tenderers shall submit requisite information as per Annexure-XIV (as per tender document & NIT), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Special Technical Criteria
- Document required
Similar nature of work "Any Civil engineering work involving construction of bridge/ culvert/RCC jacketing".
Standard Technical Criteria
- Document required
ELIGIBILITY CRITERIA (FOR TENDERS OF VALUE ABOVE RS. 50 LAKHS) :
- The tenderer must have successfully completed or substantially completed any of the following 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.
- 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 of the following 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. Note for (b)
- Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components (b)
- In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b)
- To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Note for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirement as per clause 7 of the Standard GCC with prior approval of Chief Engg. in writing.
- Document required
Note for Item 10.1 of GCC 2022: 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.
Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.
Please submit a certificate in the prescribed format (please download the format from the link given below). Non submission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer. ( Click here to download the Format of Self Certification)
Check each criterion against the tender notice before you bid.
Commercial conditions
- EMD
- ₹5,129,700
- Tender fee
- None
Terms & conditions
5 conditionsCheck Lst
A. Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender.
- The details of the works completed by the tenderer during the last Seven years to be filled in Annexure-I.
- The details of Plants and Machinery with the tenderer to be filled in Annexure- II.
- Details of Personnel and Organization of the Tenderer to be filled in Annexure-III.
- Details of Works presently on hand of the Tenderer to be filled in Annexure- IV.
- The details regarding Association of Railway Officer s with the tenderer to be filled in Annexure- V.
- List of the Arbitration cases of the Tenderer during last Five years to be filled in Annexure- VI.
- List of the Court cases of the Tenderer during last Five years to be filled in Annexure- VII.
- NEFT MANDATE FORM. All Payments to the agency including the refund of the Earnest Money of the unsuccessful bidder preferably will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure-VIII.
- Format for Certificate to be uploaded by Tenderer Along with the tender documents Annexure-IX and IX-A (As per GCC- 2022 Annexure-V and V-A).
- GST COMPLAINT INVOICE Annexure-X
- LETTER OF CREDIT Annexure-XI,
- Bid Capacity Declaration Annexure-XII.
- Bid Security declaration Annexure-XIII and
- Annual Contractual Turnover Data Declaration Annexure-XIV (As per GCC-2022 Annexure-VI-B).
B . The tender offer complete in all respect and with all documents is t o be submitted online by e-tendering process through the website www.ireps.gov.in before the closing time/date of this tender as mentioned in the NIT (Notice Inviting Tender). Tenderer can revise the bids any number of times till the closing time/date of the tender. No manual offers shall be accepted.
General Instructions
Tenderers are requested to go through the following documents which are available in upload/View Documents in Home page of IREPS portal for works tenders before submitting the e-tender. 1. INSTRUCTIONS TO TENDERERS For e-Tenders-Chapter- I 2 . SPECIAL CONDITIONS OF CONTRACT-GENERAL - Chapter-II
Opening of e-tender 1. The e-tenders will be opened online using the IREPS portal anytime after closing of the schedule date and time. No representative is required to be present for opening of e-tender and taking notes of rates quoted and ranking as the complete details of rates etc. of all the bidders shall be available to the bidders in the website after the opening of the tender. Note: For more details refer to Cl: 4 of General Instruction- Chapter-I for Submission of EMD.
In case the date of closing mentioned in the Notice Inviting Tender is declared a holiday/bandh/strike 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 done next working day.
Bidder declarations (13)
Undertakings
I/ We have visited the works site and I / We am / are aware of the site conditions.
1 . 0 WHEREAS the President of India acting through the Eastern Railway administration and their authorised officers has invited e-tenders for the above- mentioned work vide tender notice mentioned in the NIT Notice Inviting Tender published in the website. 2.0 AND WHEREAS I/We, have read the above NIT Notice Inviting Tender for e-tender, General instructions, Special Conditions- General, all special conditions and have purchased this e-tender document, have carefully read and understood the same, have visited the site and have satisfied myself/ourselves as to the nature of the work and site conditions before filling this e-tender. 3 . 0 AND WHEREAS my/our address for all communications hereinafter shall be considered as official and shall be made in the address, email Id and Mobile phone and other phone nos. given in the portal of IREPS while registering as tenderer for e-tender. In case of any change in this concerned officer of railway will be informed. 4.0 AND WHEREAS I/We state that in the event of this e-tender being unsuccessful, the aforesaid earnest money deposited by me/us may be refunded to me/us through NEFT. 5.0 AND WHEREAS I/We hereby sign this e-tender document digitally by virtue of the legal authorities vested with me/us to enter into commitment on behalf of the tenderer, documentary support whereof is enclosed herewith. 6.0 AND WHEREAS I/We have read and understood this e-tender document and agree to abide by the various terms and conditions contained therein. I/We also agree to keep the offer open for acceptance for a period of 45 days from the date fixed for closing of the same and in default hereof, I/We will be liable for forfeiture of my/our earnest money.
7.0 Now, therefore I/We hereby submit this e-tender and offer to do the work for the Eastern Railway at the rates quoted in the schedule through online and hereby bind myself/ourselves to complete the work in all respects within the stipulated period of completion from the date of issue of the letter of acceptance of this tender. 8 . 0 And I/We agree to abide by the General Conditions of Contract 2022 editions and the Unified Standard Schedule of Rates Labour Materials of 2011 edition issued by the Eastern Railway, read with all correction slips issued thereto from time to time, and to carry out the works according to the special conditions and specifications of materials and works as laid hereunder in various chapters of this e-tender document. 9.0 And I/We have understood and accept the stipulation that full value of the earnest money shall stand forfeited without prejudice to any other right or remedies if:
- I/We do not execute the contract documents, in case my/our tender is accepted, within seven days after receipt of notice issued by the Railway that such documents are ready, or
- I/we do not commence the work, in case my/our e- tender is accepted, within fifteen days after receipt of orders to that effect. 10.0 And until a formal agreement is executed, acceptance of this tender shall constitute a binding contract between us subject to modifications as may be mutually agreed between us and indicated in the letter of acceptance of my/our offer for this work. 11.0 And I/We agree to produce the details of the uploaded documents whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.
Certifications
I/we the tenderer (s) am/are signing this document after carefully reading the contents.
I/We the tenderer(s) also accept all the conditions of the tender and have signed all the pages in confirmation thereof.
I/we hereby declare that I/we have downloaded the tender documents from Indian Railway website www.ireps.gov.in . I/we have verified the content of the document from the website and there is no addition, no deletion or no alteration to the content of the tender document. In case of any discrepancy noticed at any stage i.e. evaluation of tenders, execution of work or final payment of the contract, the master copy available with the railway Administration shall be final and binding upon me/us.
I/we declare and certify that I/we have not made any misleading or false representation in the forms, statements and attachments in proof of the qualification requirements.
I/We also understand that my/our offer will be evaluated based on the documents/credentials submitted along with the offer and same shall be binding upon me/us.
I/We declare that the information and documents submitted along with the tender by me/us are correct and I/we are fully responsible for the correctness of the information and documents, submitted by us.
I/we certify that I/we the tenderer(s) is/are not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of submission of bids, either in individual capacity or as a HUF/ member of the partnership firm/LLP/JV/Society/Trust.
I/we understand that if the contents of the certificate submitted by us are found to be forged/false at any time during process for evaluation of tenders, it shall lead to forfeiture of the Bid Security and may also lead to any other action provided in the contract including banning of business for a period of upto two year. Further, I/we and all my/our constituents understand that my/our offer shall be summarily rejected.
I/we also understand that if the contents of the certificate submitted by us are found to be false/forged at any time after the award of the contract, it will lead to termination of the contract, along with forfeiture of Bid Security/Security Deposit and Performance guarantee and may also lead to any other action provided in the contract including banning of business for a period of upto two year.
I/We have read the clause regarding restriction on procurement from a bidder of a country which shares a land border with India and certify that I am/We are not from such a country or, if from such a country, have been registered with the competent Authority. I/We hereby certify that I/we fulfil all the requirements in this regard and am/are eligible to be considered (evidence of valid registration by the competent authority is enclosed)
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