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Tender Value
Refer Docs
EMD Value
₹14.1 L
Closing Date
9 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
17 conditions · 5 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tender value is including escalation of (-)15% (minus fifteen percent ) on CPWD DSR rates. Tenderershould note this before quoting the rates
The original Bank Guarantee (in lieu of Bid Security) should bedelivered in person to the official nominated(i.e.OS/Tenders/Engg)/BZA Division) as indicated in the tenderdocument before closing date forsubmission of bids (i.e.excluding the last date of submission of Bids)
All the instructions furnished in the Technical Compliance /Commercial Compliance / Custom / Undertakings / General Instructions are only indicative and not exhaustive. The tenderer shall read the GCC/ Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender document and strictly adhere to the instructionand directions given therein
Vijayawada division:- Rayanapadu station: Proposed laying of washable apron on PF No.1 & 3(Ballast less track) with quick watering system for a length of 640m and 610m in RYP Yard under ADEN/Lines/BZA of DEN/East/BZA Jurisdiction.sub work : Provision Of Quick Watering System on PF No.1 & 3 for a length of 640m and 610m in RYP Yard
E-26-EAST-BZA-2026~SCOR
E-26-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹14.1 L
17 Aug 2026
17 Aug 2026
26 Aug 2026
76 items across 3 schedules · ₹7,93,42,945.04 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 3048 | 177.5 | 5,41,020 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 4600 | 352.15 | 16,19,890 |
| 3 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 500 | 549.75 | 2,74,875 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 1828.8 | 196 | 3,58,444.8 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 408.9 | 2,123.75 | 8,68,401.38 |
| 6 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 3.75 | 7,780.3 | 29,176.13 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 267.3 | 7,178.75 | 19,18,879.88 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 953.36 | 392.15 | 3,73,860.12 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 3066.2 | 842.5 | 25,83,273.5 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 466.14 | 927.25 | 4,32,228.32 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 334.8 | 736.4 | 2,46,546.72 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 244.8 | 961.3 | 2,35,326.24 |
| 13 | Under 20 cm wide | Metre | 40.84 | 208.55 | 8,517.18 |
| 14 | Above 20 cm wide | Sqm | 14.14 | 879.05 | 12,429.77 |
| 15 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 2253.31 | 384.3 | 8,65,947.03 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 39.43 | 9,504.75 | 3,74,772.29 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 568.97 | 9,655.7 | 54,93,803.63 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 58.88 | 9,860.4 | 5,80,580.35 |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 200.38 | 10,011.35 | 20,06,074.31 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 115.4 | 733.5 | 84,645.9 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 11.04 | 7,132.25 | 78,740.04 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 38.64 | 9,105.95 | 3,51,853.91 |
| 23 | Second class teak wood | cum | .29 | 1,42,949.7 | 41,455.41 |
| 24 | 30 mm thick shutters | Sqm | 8.64 | 3,747.3 | 32,376.67 |
| 25 | 125x65x2.12 mm | Each | 24 | 55.75 | 1,338 |
| 26 | 100x10 mm | Each | 24 | 44.3 | 1,063.2 |
| 27 | 125 mm | Each | 24 | 39.95 | 958.8 |
| 28 | 1:6 (1 cement: 6 fine sand) | Sqm | 370.36 | 383 | 1,41,847.88 |
| 29 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 987.55 | 181.25 | 1,78,993.44 |
| 30 | Two or more coats on new work | Sqm | 25 | 155.9 | 3,897.5 |
| 31 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 706.86 | 338.25 | 2,39,095.4 |
| 32 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 33 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 10 | 3,551.25 | 35,512.5 |
| 34 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer- in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 60 | 263.95 | 15,837 |
| 35 | 50 mm dia nominal bore | Metre | 600 | 762.15 | 4,57,290 |
| 36 | Up to 300 mm dia | Quintal | 10 | 8,913.15 | 89,131.5 |
| 37 | Over 300 mm dia | Quintal | 5 | 8,486.35 | 42,431.75 |
| 38 | Class II | Each | 6 | 7,312.4 | 43,874.4 |
| 39 | Class II | Each | 8 | 14,622.95 | 1,16,983.6 |
| 40 | Class II | Each | 6 | 30,203 | 1,81,218 |
| 41 | Up to 600 mm dia | Quintal | 20 | 21,290.1 | 4,25,802 |
| 42 | 200 mm dia pipes | Joint | 20 | 280.85 | 5,617 |
| 43 | 200 mm dia Ductile Iron Class K-9 pipes | Metre | 200 | 2,478.1 | 4,95,620 |
| 44 | 300 mm dia Ductile Iron Class K-9 pipes | Metre | 4400 | 4,344.4 | 1,91,15,360 |
| 45 | 400 mm dia Ductile Iron Class K-9 pipes | Metre | 400 | 6,844.3 | 27,37,720 |
| 46 | 500 mm dia Ductile Iron Class K-9 pipes | Metre | 60 | 9,679.85 | 5,80,791 |
| 47 | 150 mm dia Ductile Iron Double Flanged | Metre | 60 | 2,607.5 | 1,56,450 |
| 48 | 200 mm dia Ductile Iron Double Flanged | Metre | 100 | 3,360.8 | 3,36,080 |
| 49 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. | Kg | 402.2 | 388 | 1,56,053.6 |
| 50 | For vertical surface two coats @ 0.70 kg per sqm per coat | Sqm | 102.1 | 472.9 | 48,283.09 |
| 51 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 132.73 | 362.8 | 48,154.44 |
| 52 | 300 mm dia | Metre | 480 | 825.7 | 3,96,336 |
| 53 | 200 mm nominal size dia | Metre | 280 | 1,113.35 | 3,11,738 |
| 54 | 200 mm nominal size dia | Metre | 200 | 1,255.7 | 2,51,140 |
| Schedule total | ₹4,61,49,449.18 | ||||
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nit.pdf
NIT
1MasterDocument01dtd07-08-20261.pdf
ATTACHMENT
2MasterDocument-02dtd01-08-2026.pdf
ATTACHMENT
TenderSchedule1.pdf
ATTACHMENT
Generalconditionsrevised.pdf
ATTACHMENT
buildingconditionsDLC.pdf
ATTACHMENT
5DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022.pdf
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Approvedbrands26.02.2026-Copy.pdf
ATTACHMENT
SAFETYTrackConditions.pdf
ATTACHMENT
Specificationofconcrete.pdf
ATTACHMENT
SPECIFICATIONSGALVALUMESHEETS.pdf
ATTACHMENT
Steelspecialconditions.pdf
ATTACHMENT
TrDSpl.Conditions.pdf
ATTACHMENT
122026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.pdf
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