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Tender Value
Refer Docs
EMD Value
₹46,200
Closing Date
15 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
18 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.
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:: Proposed interlocking of LC No. 33 between ADB-PMKT Stations. (Construction of Gate Lodge).
T-202627-2-024
T-202627-2-024
Open
Works - General
6 Months
Nanded, Maharashtra
₹0
₹46,200
15 Jul 2026
18 Jun 2026
1 Jul 2026
53 items across 2 schedules · ₹27,15,574.64 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 20.32 | 217.55 | 4,420.62 |
| 2 | All kinds of soil. | cum | 28 | 260.3 | 7,288.4 |
| 3 | Ordinary rock | cum | 14 | 632.95 | 8,861.3 |
| 4 | Hard rock (blasting prohibited) | cum | 14 | 1,523.05 | 21,322.7 |
| 5 | 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 | 35.68 | 196 | 6,993.28 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 11.39 | 2,123.75 | 24,189.51 |
| 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 | 11.39 | 7,178.75 | 81,765.96 |
| 8 | Foundations, footings, bases for columns | Sqm | 8.64 | 392.15 | 3,388.18 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 27.84 | 392.15 | 10,917.46 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 100 | 927.25 | 92,725 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 92.7 | 736.4 | 68,264.28 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 33.6 | 961.3 | 32,299.68 |
| 13 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 10 | 392.15 | 3,921.5 |
| 14 | Under 20 cm wide | Metre | 60 | 208.55 | 12,513 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 5.76 | 951.1 | 5,478.34 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1907.2 | 107.85 | 2,05,691.52 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2103.6 | 107.85 | 2,26,873.26 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 23.84 | 9,504.75 | 2,26,593.24 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 17.53 | 9,860.4 | 1,72,852.81 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 2.07 | 733.5 | 1,518.35 |
| 21 | Door frame 125 mmx 60 mm | Metre | 26.4 | 814.85 | 21,512.04 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1 | 7,132.25 | 7,132.25 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 27.02 | 9,105.95 | 2,46,042.77 |
| 24 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 2 | 905.05 | 1,810.1 |
| 25 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 2 | 1,123.8 | 2,247.6 |
| 26 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 27.02 | 8,333.65 | 2,25,175.22 |
| 27 | Area of slab over 0.50 sqm | Sqm | 22.7 | 5,136.3 | 1,16,594.01 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10.08 | 3,473.85 | 35,016.41 |
| 29 | 100x58x1.90 mm | Each | 12 | 48.2 | 578.4 |
| 30 | 250x16 mm | Each | 8 | 193.7 | 1,549.6 |
| 31 | 150x10 mm | Each | 4 | 59.45 | 237.8 |
| 32 | 250x20x6 mm | Each | 8 | 79.85 | 638.8 |
| 33 | 100 mm | Each | 8 | 32.55 | 260.4 |
| 34 | Size of Tile 600x600 mm | Sqm | 100 | 1,553.45 | 1,55,345 |
| 35 | 1:6 (1 cement: 6 fine sand) | Sqm | 243.27 | 333.35 | 81,094.05 |
| 36 | 1:6 (1 cement: 6 fine sand) | Sqm | 243.27 | 383 | 93,172.41 |
| 37 | 1:3 (1 cement : 3 fine sand) | Sqm | 50 | 300.45 | 15,022.5 |
| 38 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 293.27 | 185.65 | 54,445.58 |
| 39 | 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 | 243.27 | 181.25 | 44,092.69 |
| 40 | Two or more coats on new work | Sqm | 25 | 155.9 | 3,897.5 |
| 41 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 536.54 | 73.95 | 39,677.13 |
| 42 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 2.5 | 2,434.25 | 6,085.63 |
| 43 | In cement mortar | cum | 2.5 | 2,060.2 | 5,150.5 |
| 44 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 92.88 | 530.9 | 49,309.99 |
| 45 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 64.8 | 634.45 | 41,112.36 |
| 46 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 20.25 | 1,505.25 | 30,481.31 |
| Schedule total | ₹24,95,560.44 | ||||
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nit.pdf
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TenderBookletNEDNEW1.pdf
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TenderBookletNEDNEW2.pdf
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GCC_April-2022_ACS1to91.pdf
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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
ATTACHMENT
SteelStagepayment.pdf
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Mastercondition06.05.2026_compressed.pdf
ATTACHMENT
concretemixdesigntender.pdf
ATTACHMENT
Economydesignmix.pdf
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GraduateEngineer1.pdf
ATTACHMENT
26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
ATTACHMENT
Conditionsforstructuralsteelwork1.pdf
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Materialtestinglaboratories20.06.20253.pdf
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