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Tender Value
Refer Docs
EMD Value
₹3.3 L
Closing Date
29 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
SW-I: BZA Division: GDV-BVRM Section: Proposed Construction of Bridge No. 4 near LC No. 52 between GDV & OTR stations under ADEN/BVRM jurisdiction. SW-II: BZA Division: GDV-MTM Section: Dismantling of existing Gate lodge LC No. 3 between GDV & NUJ stations under ADEN/BVRM jurisdiction.
E-14-EAST-BZA-2026
E-14-EAST-BZA-2026
Open
Works - General
9 Months
Krishna, Andhra Pradesh
₹0
₹3.3 L
29 May 2026
5 May 2026
15 May 2026
53 items across 6 schedules · ₹1,64,02,417.24 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 1 | Using Soil Class SQ3 | cum | 121.60 | 303.99 | 36,965.18 |
| 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. | — | — | — | — | |
| 2 | All kinds of soils | cum | 538.20 | 189.63 | 1,02,058.87 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 3 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 9.00 | 2,509.53 | 22,585.77 |
| Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 4 | Wing wall and Return wall | cum | 612.00 | 2,718.7 | 16,63,844.4 |
| 5 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 116.66 | 2,599.66 | 3,03,276.34 |
| 6 | Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 140.00 | 2,911.4 | 4,07,596 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 7 | 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 | 2218.00 | 605.99 | 13,44,085.82 |
| 8 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 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). Rate is excluding cost of cement which shall be paid extra under relevant item. | cum | 30.00 | 2,494.46 | 74,833.8 |
| 9 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 50.76 | 1,984.58 | 1,00,737.28 |
| 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 |
| 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. | — | — | — | — | |
| 11 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 80.00 | 870.14 | 69,611.2 |
| Schedule total | ₹41,27,082.98 | ||||
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details.html
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nit.pdf
NIT
1MasterDocument1.pdf
ATTACHMENT
2MasterDocument-021.pdf
ATTACHMENT
TenderSchedule2.pdf
ATTACHMENT
29.12.2025_PrescribingUniformDefectLiabilityPeriodDLP_maintenanceperiodunderIRGCCandEPCContractsofBridge_ROB_RUBsworks.1.PDF Prescribing
ATTACHMENT
Buildingconditions2.pdf
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Earthworkconditions.pdf
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Genl.conditionswithDLP.pdf
ATTACHMENT
RevisedApprovedBrandsandMakes-26022026.pdf
ATTACHMENT
29.12.2025_PrescribingUniformDefectLiabilityPeriodDLP_maintenanceperiodunderIRGCCandEPCContractsofBridge_ROB_RUBsworks.1.PDF
ATTACHMENT
RevisedSpl.Conditions1.pdf
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SafetyPrecautionsatsite.pdf
ATTACHMENT
SpecialconditionsforJCB4.pdf
ATTACHMENT
SpecificationofconcreteAnnexureA.pdf
ATTACHMENT
systemimprovement-Sitelab1.pdf
ATTACHMENT
Steelspecialconditions5_1.pdf
ATTACHMENT
TRDsafetyconditionsAnnexureB.pdf
ATTACHMENT
WorkingRegistersConditions.4.pdf
ATTACHMENT
7DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022.pdf
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