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Tender Value
Refer Docs
EMD Value
₹23.7 L
Closing Date
24 Apr 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
19 conditions · 6 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.
Tender value is including escalation of (-) 15% (minus Fifteen percent) on CPWD DSR rates Tender should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/NED Division) within before closing date for submission 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/Undertakings 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 documents and strictly adhere to the instructions and directions given therein.
Nanded Division- SSE/Pway/NED Jurisdiction: Proposed safety related yard improvement & upgradation works at various yards(CRU,LBG,NED,MTDI & MGC-5 Yards),(Balance Works- Drain ,Sand Hump & Pathway) (IRPSM Project ID : 11.04.31.25.3.53.006)
T-202526-2-118
T-202526-2-118
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹23.7 L
24 Apr 2026
25 Mar 2026
10 Apr 2026
61 items across 2 schedules · ₹13,95,42,976.81 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading, unloading and stacking | — | — | — | — | |
| Earth | — | — | — | — | |
| 1 | 2km | cum | 16594.5 | 245.82 | 40,79,259.99 |
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | — | — | — | — | |
| 2 | All kinds of soil | cum | 24 | 177.5 | 4,260 |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 3 | All kinds of soil. | cum | 12643.15 | 260.3 | 32,91,011.95 |
| Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. | — | — | — | — | |
| 4 | Ordinary rock | cum | 4978.35 | 632.95 | 31,51,046.63 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 25.2 | 700.5 | 17,652.6 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 6 | 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 | 2213.5 | 7,178.75 | 1,58,90,163.13 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 3900 | 392.15 | 15,29,385 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 35520 | 842.5 | 2,99,25,600 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cem ent, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 9 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 6060.6 | 9,504.75 | 5,76,04,487.85 |
| 10 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 303.03 | 733.5 | 2,22,272.51 |
| STONE WORK | — | — | — | — | |
| RANDOM RUBBLE MASONRY | — | — | — | — | |
| Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : | — | — | — | — | |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 68.46 | 7,311.25 | 5,00,528.18 |
| FLOORING | — | — | — | — | |
| General | — | — | — | — | |
| 12 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 36 | 8,595.15 | 3,09,425.4 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 13 | 1:4 (1 cement: 4 fine sand) | Sqm | 8.4 | 347.05 | 2,915.22 |
| CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT | — | — | — | — | |
| Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. | — | — | — | — | |
| 14 | 20 mm cement plaster | Sqm | 81.12 | 587.2 | 47,633.66 |
| EXTERIOR FINISHING | — | — | — | — | |
| Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | — | — | — | — | |
| 15 | One coat | Sqm | 76.56 | 95.45 | 7,307.65 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 16 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 16 | 2,434.25 | 38,948 |
| Demolishing stone rubble masonry 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 : | — | — | — | — | |
| 17 | In cement mortar | cum | 32.34 | 2,458.95 | 79,522.44 |
| ROAD WORK | — | — | — | — | |
| MISCELLANEOUS | — | — | — | — | |
| 18 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 100 | 972 | 97,200 |
| 19 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 21 | 10,117.6 | 2,12,469.6 |
| Schedule total | ₹11,70,11,089.81 | ||||
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details.html
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nit.pdf
NIT
GCC_April-2022_ACS1to91.pdf
ATTACHMENT
AdvanceCorrectioSlip10forGCC2022.pdf
ATTACHMENT
PVC-forthevalueoftheworkdoneincludingvariationinquantities._1.pdf
ATTACHMENT
TechnicalSpecification-_1.pdf
ATTACHMENT
TRD-Condition4.pdf
ATTACHMENT
TenderBookletNEDNEW1.pdf
ATTACHMENT
TenderBookletNEDNEW2.pdf
ATTACHMENT
RevisedApprovedBrandlist-SCR.pdf
ATTACHMENT
QtySheet-DrainSandHumpPathway-BalanceWorks_1.pdf
ATTACHMENT
Location-DrainSandHumpPathway-BalanceWorks.pdf
ATTACHMENT
MasterDocumentforHQGuidelines.pdf
ATTACHMENT
BuildingConditions.pdf
ATTACHMENT
2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111_compressed.pdf
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