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Tender Value
₹13.2 Cr
EMD Value
₹8.1 L
Closing Date
29 Dec 2025, 2:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ENGG
14 conditions · 2 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-F 1, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility criteria: (a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Defination of Similar Work :- C-2: Any Civil Engineering Works (excluding Track works / Zonal works).
17 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.
For the tender value above Rs.20.0 crores, the tenderers should submit Bid capacity statement in the prescribed proforma (As per GCC) duly verified by Chartered Accountant. In case, the tenderer/s failed to upload Bid Capacity Proforma along with offer, their /his offer shall be considered as incomplete and will be rejected summarily
Tender value is including escalation of (-)10% (minus ten percent) on CPWD DSR rates. Tenderer 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/GS/SC Division) as indicated in the tender document 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 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.
Re-organization of Lekha Bhavan Building to achieve optimum space utilization and office accommodation for the Existing Accounts Department & Gati Shakti Unit
10_GS_SC_25_OT~SCR
10_GS_SC_25_OT
Open
Works - General
6 Months
Hyderabad, Telangana
₹0
₹8.1 L
29 Dec 2025
5 Dec 2025
15 Dec 2025
167 items across 5 schedules · ₹5,10,26,693.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum-km | 6000 | 15.08 | 90,480 |
| 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 | 600 | 494.1 | 2,96,460 |
| 3 | All kinds of soil | cum | 50 | 177.5 | 8,875 |
| 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 | 20 | 196 | 3,920 |
| 5 | 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 | 140 | 7,178.75 | 10,05,025 |
| 6 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 600 | 495.75 | 2,97,450 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 320 | 736.4 | 2,35,648 |
| 8 | 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 | 82 | 10,195.45 | 8,36,026.9 |
| 9 | 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 | 80 | 8,333.65 | 6,66,692 |
| 10 | 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum plaster board conforming to IS: 2095: (part I): 2011 (Board with BIS certification marks) | Sqm | 1330 | 1,818.15 | 24,18,139.5 |
| 11 | Using R2 series with frame (70 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 50 | 8,748.35 | 4,37,417.5 |
| 12 | Using R3 series with frame (98 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system (Height upto 1.8 metre). | Sqm | 280 | 8,543.6 | 23,92,208 |
| 13 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredited labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. | Sqm | 52 | 43,677.65 | 22,71,237.8 |
| 14 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 45 | 2,829.25 | 1,27,316.25 |
| 15 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 45 | 2,593.15 | 1,16,691.75 |
| 16 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 4 | 885.1 | 3,540.4 |
| 17 | Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | Metre | 300 | 43.8 | 13,140 |
| 18 | Electric resistance or induction butt welded tubes | Kg | 3000 | 194.4 | 5,83,200 |
| 19 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 310 | 1,315.3 | 4,07,743 |
| 20 | Size of Tile 600 x 1200 mm | Sqm | 1015 | 1,797.3 | 18,24,259.5 |
| 21 | Size of Tile 600x600 mm | Sqm | 5640 | 1,893.9 | 1,06,81,596 |
| 22 | Size of Tile 600x600 mm | Sqm | 6655 | 309.05 | 20,56,727.75 |
| 23 | Sqm | 27 | 5,623.95 | 1,51,846.65 | |
| 24 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 120 | 4,481.3 | 5,37,756 |
| 25 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Metre | 1330 | 857.55 | 11,40,541.5 |
| 26 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 2850 | 1,355.8 | 38,64,030 |
| 27 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 350 | 1,529.1 | 5,35,185 |
| 28 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 500 | 2,215.15 | 11,07,575 |
| 29 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 2194 | 537.45 | 11,79,165.3 |
| 30 | 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 | 13620 | 181.25 | 24,68,625 |
| 31 | 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 | 13620 | 156.05 | 21,25,401 |
| 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 | 5 | 3,551.25 | 17,756.25 |
| 33 | In cement mortar | cum | 155 | 2,060.2 | 3,19,331 |
| 34 | Of area 3 sq. metres and below | Each | 60 | 367.2 | 22,032 |
| 35 | For thickness of tiles 10 mm to 25 mm | Sqm | 5500 | 73.4 | 4,03,700 |
| 36 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 400 | 113.35 | 45,340 |
| 37 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 350 | 266.45 | 93,257.5 |
| 38 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 500 | 54.65 | 27,325 |
| 39 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 200 | 56.35 | 11,270 |
| 40 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 150 | 11,098.45 | 16,64,767.5 |
| 41 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 240 | 1,180.75 | 2,83,380 |
| 42 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 120 | 1,186 | 1,42,320 |
| 43 | 75 mm dia pipe | Each | 200 | 168.2 | 33,640 |
| 44 | 100 mm dia pipe | Each | 150 | 198.15 | 29,722.5 |
| 45 | For 100 mm dia pipe | Each | 250 | 362.85 | 90,712.5 |
| 46 | For 75 mm dia pipe | Each | 120 | 360 | 43,200 |
| 47 | Sand cast iron S&S as per IS - 3989 | Each | 40 | 705.2 | 28,208 |
| 48 | Sand cast iron S&S as per IS- 3989 | Each | 5 | 522.8 | 2,614 |
| 49 | Sand cast iron S&S as per IS : 3989 | Each | 20 | 570.05 | 11,401 |
| 50 | Sand cast iron S&S as per IS - 3989 | Each | 75 | 390.5 | 29,287.5 |
| 51 | Sand cast iron S&S as per IS - 3989 | Each | 12 | 1,103.1 | 13,237.2 |
| 52 | Sand cast iron S&S as per IS - 3989 | Each | 15 | 885.6 | 13,284 |
| 53 | Sand cast iron S&S as per IS - 3989 | Each | 12 | 1,075.05 | 12,900.6 |
| 54 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 803.05 | 16,061 |
| 55 | Sand cast iron S&S as per IS - 3989 | Each | 9 | 925.7 | 8,331.3 |
| 56 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 665.05 | 13,301 |
| 57 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 811.9 | 8,119 |
| 58 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 561.2 | 11,224 |
| 59 | Sand cast iron S&S as per IS - 3989 | Each | 5 | 1,601.45 | 8,007.25 |
| 60 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 1,402.3 | 28,046 |
| 61 | Sand cast iron S&S as per IS - 3989 | Each | 5 | 1,146.2 | 5,731 |
| 62 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 1,032.4 | 10,324 |
| 63 | Sand cast iron S&S as per IS 3989 | Each | 10 | 989.7 | 9,897 |
| 64 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 803.05 | 8,030.5 |
| 65 | Sand cast iron S&S as per IS - 3989 | Each | 15 | 747.85 | 11,217.75 |
| 66 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 575.45 | 11,509 |
| 67 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 1,011.05 | 5,055.25 |
| 68 | Sand cast iron S&S as per IS - 3989 | Each | 15 | 1,274.25 | 19,113.75 |
| 69 | Sand cast iron S&S as per IS - 3989 | Each | 5 | 996.85 | 4,984.25 |
| 70 | With 75 mm dia pipe | Each | 50 | 376.25 | 18,812.5 |
| 71 | With 100 mm dia pipe | Each | 10 | 603.9 | 6,039 |
| 72 | With 75 mm dia pipe | Each | 30 | 527.35 | 15,820.5 |
| 73 | With 100 mm dia pipe | Each | 5 | 648.3 | 3,241.5 |
| 74 | With 75 mm dia pipe | Each | 20 | 619.9 | 12,398 |
| 75 | With 100 mm dia pipe | Each | 5 | 769.25 | 3,846.25 |
| 76 | With 75 mm dia pipe | Each | 10 | 418.95 | 4,189.5 |
| 77 | With 75 mm dia pipe | Each | 10 | 585.55 | 5,855.5 |
| 78 | With 100 mm dia pipe | Each | 5 | 734.95 | 3,674.75 |
| 79 | Sand cast iron S&S as per IS - 3989 | Each | 5 | 683.85 | 3,419.25 |
| 80 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 537 | 5,370 |
| 81 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 506 | 10,120 |
| 82 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 404.75 | 8,095 |
| 83 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 513.15 | 10,263 |
| 84 | Sand cast iron S&S as per IS - 3989 | Each | 40 | 362.05 | 14,482 |
| 85 | 100 mm dia | Metre | 15 | 713.2 | 10,698 |
| 86 | 20 mm nominal dia Pipes | Metre | 300 | 537.6 | 1,61,280 |
| 87 | 25 mm nominal dia Pipes | Metre | 90 | 627.25 | 56,452.5 |
| 88 | 32 mm nominal dia Pipes | Metre | 75 | 739.3 | 55,447.5 |
| 89 | 40 mm nominal dia Pipes | Metre | 120 | 563.05 | 67,566 |
| 90 | 50 mm nominal dia Pipes | Metre | 40 | 794.25 | 31,770 |
| 91 | 65 mm nominal dia Pipes | Metre | 40 | 1,674.4 | 66,976 |
| 92 | 40 mm nominal bore | Each | 12 | 826.1 | 9,913.2 |
| 93 | 50 mm nominal bore | Each | 8 | 1,026.65 | 8,213.2 |
| 94 | 65 mm nominal bore | Each | 8 | 1,742.15 | 13,937.2 |
| 95 | 15 mm nominal bore | Each | 60 | 97.75 | 5,865 |
| 96 | 15mm nominal bore | Each | 60 | 574.3 | 34,458 |
| 97 | 50 mm dia | Each | 4 | 5,748.8 | 22,995.2 |
| 98 | 250 mm diameter | Metre | 100 | 1,505.6 | 1,50,560 |
| 99 | 250 mm diameter S.W. pipe | Metre | 100 | 1,590.55 | 1,59,055 |
| 100 | With Sewer bricks conforming to IS : 4885 | Each | 4 | 2,779.65 | 11,118.6 |
| 101 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 12,770.55 | 51,082.2 |
| 102 | Rectangular shape 600x450 mm internal dimensions | Each | 4 | 1,437.65 | 5,750.6 |
| 103 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1800 | 530.9 | 9,55,620 |
| 104 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1650 | 634.45 | 10,46,842.5 |
| 105 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 400 | 1,115.4 | 4,46,160 |
| 106 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 350 | 1,685.4 | 5,89,890 |
| 107 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 600 | 617.05 | 3,70,230 |
| 108 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 90 | 16,112.1 | 14,50,089 |
| 109 | Frame size 65 x 125 mm | Metre | 100 | 1,381.6 | 1,38,160 |
| 110 | 35 mm thick | Sqm | 218.4 | 5,015.35 | 10,95,352.44 |
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