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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance GODREJ WATERSIDE BUILDING TOWER I 4TH FLOOR BLOCK DP SECTOR V SALT LAKE KOLKATA 700 091 | 24 PARAGANAS NORTH | WEST BENGAL | 700091 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance S 2 THE METROPOLE ADJACENT TO INOX BUND GARDEN ROAD PUNE 411001 | PUNE | PUNE | MAHARASHTRA | 411001 | Not Admitted-Fee/PreQual/Technical/Finance Others-As per SCC Clause No. 19.3 |
Tender Value
₹33.1 Cr
EMD Value
₹22.6 L
Closing Date
11 Feb 2026, 3:00 pmClosed
CGM/Civil
121/C, Mandir Marg, Ashok Nagar, Ranchi 834002
Balance Civil works incl. Earthwork for Railway Formation, Blanketing work, Minor Bridges, RUBs etc. for section from 41.800 Km to 42.860 Km b/w Simariya Shivpur in constr. of Shivpur Kathautia New BG Electrified Rail Line in Jharkhand (PKG IVA)
2026_IRCON_264639_1
IRCON / 2071 / JCRL / Tender / E.W and Min. Br / PKG IVA
Limited
Civil Works
Percentage
180 days
Kharika
Please refer Tender documents.
5 documents required · 5 mandatory
₹30,000
IRCON INTERNATIONAL LIMITED
₹22.6 L
By VC
12 Feb 2026
29 Jan 2026
12 Feb 2026
29 Jan 2026
11 Feb 2026
5 Feb 2026
30 Jan 2026 - 2 Feb 2026
4 Feb 2026
Item Description
Schedule-1 Formation Work (Earhwork and Blanketing)
Schedule-2 Minor Bridges, RUB/LHS and Wildlife Overpass
Schedule-3 Site Facility
Schedule-4 Other items of Work not covered by above schedules (ECR-USSOR2012)
ANNEXURE IV(AA) PROFORMA FOR STATEMENT OF MINOR DEVIATIONS (Refer Clause 6. and 7. of ITT)
Name of tenderer/firm:
The following are the particulars of minor deviations from the requirements of the Tender Document:
Note: 1. The Tenderer shall indicate price adjustment against each deviation in Annexure IV(AA) of BOQ. This price is the price which the tenderer shall reduce from this tender price if deviation(s) is/are accepted by the Employer. 2. Where there is no deviation, please indicate ‘No Deviations’. In case, Performa of deviations is left as blank, it will be construed that the tenderer has not proposed any deviations from tender documents. 3. If the tenderer proposes deviations in tender documents, and/or any other terms and conditions of the tender, other than in this Annexure, it will have no effect. 4. All deviations have been listed and priced in the financial proposal and deviations not priced will be treated as null and void and stand withdrawn.
SCHEDULE (1) : Formation Work (Earhwork & Blanketing)
Earthwork in filling in Embankment Fill and Top Layer of formation including trolley refuges, etc. with earth of approved quality as per RDSO latest Guidelines and specifications for Design of Formation for 25 Ton Heavy Axle Load on Indian Railway Track including site clearances, setting out and demarcation, benching, initial compaction of subsoil after levelling the surface after site clearance, spreading loose earth in 30CM layers using grader up to extra width of 0.5 M beyond designed profile, compaction using vibratory compactors so as to achieve in-situ dry density not less than 98% of MDD, top and side dressing and removal of extra earth from sides to provide final formation as per designed profile as per RDSO latest Guidelines. The rate shall include cutting of trees with girth up to 30 cm and separate payment will be made for cutting of trees if girth is more than 30 cm. The minimum Ev2 Criteria as mentioned in the guidelines is not applicable. Work shall be executed in strict compliance of GE: G- 0014 ,GE:G1 & RDSO's specification no. GE:IRS 0004(D) part-IV with latest correction amendmend/alteration Note: Rate includes royalty on borrow soil , any increase/decrease in royalty on earth will be reimbursed/deducted from accepted rate.
Extra for making trolley refuges in cutting or filling by manual finishing, ramming , making up for extra volume of earth in cutting or filling , repair till handing over as per standard drawings
Supplying and providing of blanketing material conforming to latest RDSO's specifications, spreading in layers of thickness approved by Engineer in charge in loose state, watering/drying and compacting the same with contractor's heavy duty power driven vibratory roller of 10-12tonnes capacity or as required to provide blanket of up to 1000mm or as required in layers 300mm thick or as directed on the top of formation, levelling and dressing the same as per R.D.S.O's specifications and as directed by Engineer -in -charge complete in all respect.Note-Rate is inclusive of Mechanical compaction complete.
Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note - Initially payment of only 40% will be made. Balance 60% will be paid only after 3 months of maintenance period, if the turfing is properly rooted.
Total of Schedule - (1)
SCHEDULE (2): Minor Bridges, RUB/LHS and Wildlife Overpass
Earthwork in excavation 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 upto 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.
Providing and laying Plain Cement Concrete (1:3:6) with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing,vibrating, pumping and bailing out water where ever required with all materials and labour complete as per drawings and technical specifications as directed by Engineer.No extra payment of Cement & shuttering shall be made.
Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Reinforced Cement Concrete M-20 grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, including the cost of cement ,centring, shuttering and finishing complete as per drawings and technical specifications as directed by Engineer. Payment of reinforcement including cutting ,bending and placing shall be paid extra.
Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast in-Situ) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of cast in-situ RCC box of size upto 5m (bigger inside dimension) including finishing, Admixtures in recommended proportions (as per IS:9103), if approved in Mix design, to accelerate, retard setting of concrete, improve workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Payment of reinforcement including cutting ,bending and placing shall be paid extra.
Supplying reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete -
Supplying & Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect.
Providing and laying pitching with stone boulders weighing not less than 35kg each with the 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)
Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, plinth, 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.
Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per latest IS Code 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
Providing & fixing Weep Holes in Abutments, Wing walls and Return walls etc. of new bridges with 110 mm dia UPVC pipe Type A ISI marked with all contractor's men , materal, transportation, all taxes as per specifications and as directed by Engineer-in -Charge.
Providing and laying non-pressure NP3 class (medium duty) R.C.C. pipes including bends etc. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (600mm dia. RCC Pipe)
Total of Schedule - (2)
SCHEDULE (3): Site Facility
Providing Road vehicles mentioned below for the use of Engineer/Employer as per the condition mentioned in additional condition of contract
Providing site offices for the engineer/employer
Total of Schedule - (3)
SCHEDULE (4): Other items of Work not covered by above schedules (ECR-USSOR2012)
Any item of ECR-USSOR-2012 not covered by any other item of Schedules - 1, 2, 3, 4 & 5 but required to be executed for successful completion of the work as deemed necessary by the Engineer. (Qty. of various items of USSOR'2012 up to the value of Rs 50,00,000 Base rate plus 32% escalation { base rate =USSOR-2012 rate/1.12 } (Tax ) has been provisioned)
Total of Schedule - (4)
Total BOQ Items (Ex-GST)
Add : GST 18%
Total BOQ (Incl. GST)
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