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Tender ID
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹96.7 L
EMD Value
₹1.9 L
Closing Date
30 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG
21 conditions · 8 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.
The original BG (in lieu of Bid Security) should be delivered in person or through post/courier so as to reach the official nominated (i.e.OS/Tenders/Engg/HYB Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids). Railway will not assume any responsibility for any delay in case the BG is sent through courier/postal department. Any BG received by post/courier on or after the closing date of bid submission shall not be taken.
AII 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.
Tender value is including escalation of (-)15% (minus Fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
HYB Division: Infrastructural development works at Parcel Office KCG under jurisdiction of SSE/W/KCG
123_DRM_W_HYB_26~SCR
123_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹1.9 L
4 Nov 2026
4 Nov 2026
16 Nov 2026
72 items across 5 schedules · ₹1,13,07,725.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum- km | 5000 | 15.08 | 75,400 |
| 2 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 500 | 494.1 | 2,47,050 |
| 3 | All kinds of soil. | cum | 200 | 260.3 | 52,060 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,123.75 | 2,12,375 |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 200 | 17.6 | 3,520 |
| 6 | Foundations, footings, bases for columns | Sqm | 500 | 392.15 | 1,96,075 |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 50 | 410.85 | 20,542.5 |
| 8 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 40 | 8,752.55 | 3,50,102 |
| 9 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 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 in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 40 | 10,195.45 | 4,07,818 |
| 10 | Area of slab upto 0.50 sqm | Sqm | 20 | 5,413.5 | 1,08,270 |
| 11 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| 12 | 150x10 mm | Each | 6 | 59.45 | 356.7 |
| 13 | 250x20x6 mm | Each | 4 | 79.85 | 319.4 |
| 14 | 100 mm | Each | 8 | 32.55 | 260.4 |
| 15 | 125x64x1.90 mm | Each | 8 | 118.2 | 945.6 |
| 16 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 50 | 1,056.15 | 52,807.5 |
| 17 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 50 | 3,186.7 | 1,59,335 |
| 18 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm | 100 | 607.45 | 60,745 |
| 19 | 110 mm diameter | Metre | 40 | 377.4 | 15,096 |
| 20 | 110 mm | Each | 30 | 136.15 | 4,084.5 |
| 21 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 22 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 23 | 110 mm | Each | 50 | 371.3 | 18,565 |
| 24 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 100 | 1,355.8 | 1,35,580 |
| 25 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 400 | 738.65 | 2,95,460 |
| 26 | 1:3 (1 cement: 3 fine sand) | Sqm | 500 | 494.3 | 2,47,150 |
| 27 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 500 | 193.7 | 96,850 |
| 28 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 500 | 156.05 | 78,025 |
| 29 | One or more coats on old work | Sqm | 200 | 102.8 | 20,560 |
| 30 | 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 | 200 | 338.25 | 67,650 |
| 31 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 32 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 33 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 100 | 1,147.2 | 1,14,720 |
| 34 | In cement mortar | cum | 100 | 2,060.2 | 2,06,020 |
| 35 | 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 | 50 | 972 | 48,600 |
| 36 | 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 | 20 | 10,117.6 | 2,02,352 |
| 37 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 2 | 1,879.2 | 3,758.4 |
| 38 | 32 mm dia | Each | 2 | 103.9 | 207.8 |
| 39 | 20 mm nominal dia Pipes | Metre | 5 | 537.6 | 2,688 |
| 40 | 25 mm nominal dia Pipes | Metre | 10 | 627.25 | 6,272.5 |
| 41 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 530.9 | 1,59,270 |
| 42 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 634.45 | 63,445 |
| 43 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 100 | 1,505.25 | 1,50,525 |
| 44 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 4 | 2,823.85 | 11,295.4 |
| 45 | Frame size 50 x 100 mm | Metre | 30 | 947.7 | 28,431 |
| 46 | 30 mm thick | Sqm | 15 | 4,764.2 | 71,463 |
| Schedule total | ₹48,12,615.7 | ||||
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details.html
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nit.pdf
NIT
26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
ATTACHMENT
concretemixdesignsystemimprovements.pdf
ATTACHMENT
SpecialConditionsforPaymentofSteel_1.pdf
ATTACHMENT
LaboratorySplconditionslatest.pdf
ATTACHMENT
Tenderdocument24.09.2024_1.pdf
ATTACHMENT
ContractorseMBrecord.pdf
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SFMS.pdf
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GCC2022_compressed.pdf
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Parceloffice_Splconditions.pdf
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