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Tender Value
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EMD Value
₹15.1 L
Closing Date
8 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
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No
Not Applicable
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60 days
Expenditure
Capital (Works)
18 conditions · 5 needing a document upload
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The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
NED DIv :- AK - PAU Section:-Provision of Limited height sub-way in lieu of manned LC No 91 @ km 767/5-6 in between BSQ-LHD Stations by Air pushing method with RH girder.
T-202627-2-014
T-202627-2-014
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹15.1 L
8 Jun 2026
7 May 2026
25 May 2026
56 items across 6 schedules · ₹7,61,36,384.33 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 1 | All kinds of soils | cum | 14274.37 | 189.63 | 27,06,848.78 |
| 2 | Soft rock (not requiring blasting) | cum | 615.51 | 387.7 | 2,38,633.23 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 3 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 7728.02 | 605.99 | 46,83,102.84 |
| 4 | Casting 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. | cum | 345.84 | 3,056.06 | 10,56,907.79 |
| 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. | — | — | — | — | |
| 5 | Above 60 km up to 80 km | MT | 27.00 | 457.55 | 12,353.85 |
| 6 | Above 80 km up to 100 km | MT | 27.00 | 545.3 | 14,723.1 |
| 7 | Above 100 km up to 150 km | MT | 27.00 | 717.62 | 19,375.74 |
| 8 | Above 150 km up to 200 km | MT | 27.00 | 965.8 | 26,076.6 |
| 9 | Above 200 km | MT-Km | 5000.00 | 5.13 | 25,650 |
| 10 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each | 2.00 | 744.16 | 1,488.32 |
| 11 | Providing cast in-situ plaques for bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. | Each | 2.00 | 1,148.22 | 2,296.44 |
| 12 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 14400.00 | 40.58 | 5,84,352 |
| Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully. | — | — | — | — | |
| 13 | When distance of nearest quarry is more than 10 km and up to 20 km | cum | 60.00 | 965.37 | 57,922.2 |
| 14 | Manufacturing and using wooden sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. | cum | 50.00 | 1,728.95 | 86,447.5 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 15 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 500.00 | 870.14 | 4,35,070 |
| 16 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 3000.00 | 13.7 | 41,100 |
| 17 | Supply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. | Each | 3000.00 | 12.66 | 37,980 |
| Schedule total | ₹1,00,30,328.39 | ||||
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nit.pdf
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TenderBookletNEDNEW1.pdf
ATTACHMENT
TenderBookletNEDNEW2.pdf
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GCC_April-2022_ACS1to91.pdf
ATTACHMENT
AdvanceCorrectioSlip10forGCC2022.pdf
ATTACHMENT
2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111_compressed.pdf
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PVC-forthevalueoftheworkdoneincludingvariationinquantities._1.pdf
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technicalconditions20.06.20253_1.pdf
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SteelStagepayment.pdf
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Mastercondition06.05.2026_compressed.pdf
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concretemixdesigntender.pdf
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Economydesignmix.pdf
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GraduateEngineer1.pdf
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26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
ATTACHMENT
Conditionsforstructuralsteelwork1.pdf
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Materialtestinglaboratories20.06.20253.pdf
ATTACHMENT
ConditionsforAirpushing.pdf
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