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Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
24 Aug 2026, 1:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER
14 conditions · 2 needing a document upload
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. * Note: The average annual contractual turnover shall be calculated as an average of "totalcontractual 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 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from CharteredAccountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed or substantially completed any one of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. *Note: 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 at least 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.
Definition of Similar Work:- "Construction of minimum 100 M3capacity RCC Innoculum Generation Facility Plant for Bio-Digester Or Operation of Innoculum Generation Plant, Capacity of minimum 100 M3 Or Combined work of Construction of minimum 100 M3capacity RCC Innoculum Generation Facility Plant & Operation of Innoculum Generation Plant, capacity of minimum 100 M3 Or Supply/installation and Commissioning of Pre-Fabricated Modular Bio-Digester/Bio- Toilets Or Supply of Innoculum for Bio-Toilets/ Bio-Digester Or Any Civil Engineering work involving RCC work with supply and commissioning of Electrical/Mechanical Machine in Indian Railway/Airports or in any of the State Govt./Central Govt./PSU/Municipal Bodies."
20 conditions · 17 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.
Section II Tender Form-Second Sheet, available at Documents section
Construction of 100 m3 capacity RCC inoculums generation facility plant and operation of inoculums generation plant, capacity of 100 m3 at DBRG Coaching Depot of TSK Division for two years on turnkey basis.
M-TSK-2026-25
M-TSK-2026-25
Open
Works - General
30 Months
Tinsukia, Assam
₹0
₹2.2 L
29 Jul 2026
29 Jul 2026
10 Aug 2026
196 items across 4 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 51,27,316.6 | ||
| — | 265.03 | — | — | ||
| Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-in all kinds of soils | — | — | — | 28,564.93 | |
| — | 112.06 | — | — | ||
| Filling, watering and ramming earth in 15 cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.5m lift | — | — | — | 2,756.68 | |
| — | 12.50 | — | — | ||
| Providing and laying cement concrete, up to plinth in retaining walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc, excluding the cost of cement and of shuttering, centering.1:2:4 (1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) | — | — | — | 33,770.13 | |
| — | 29.30 | — | — | ||
| Providing and laying in position M20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc. | — | — | — | 85,576.22 | |
| — | 7.85 | — | — | ||
| Providing and laying in position M20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All work in buildings above plinth level upto floor two level. | — | — | — | 24,996.68 | |
| — | 25.01 | — | — | ||
| Centering and shuttering including strutting, propping etc, and removal of form for: Arches, domes, vaults upto 6 m span | — | — | — | 20,217.33 | |
| — | 217.92 | — | — | ||
| Centering and shuttering including strutting, propping etc., and removal of form for: special shape chimneys and shaft | — | — | — | 60,507.67 | |
| — | 217.92 | — | — | ||
| Centering and shuttering including strutting, propping etc, and removal of form for special shapes Extra for shuttering in circular work (20% of respective centering and shuttering items) | — | — | — | 11,998.68 | |
| — | 5832.55 | — | — | ||
| Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. High yield strength deformed bars | — | — | — | 4,03,145.86 | |
| — | 8.04 | — | — | ||
| Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:4 (1 cement:4 fine sand) | — | — | — | 37,479.42 | |
| — | 39.42 | — | — | ||
| Brick work with clay fly ash FPS bricks of class designation 75 in super structure above plinth level up to floor two level. In Cement mortar 1:6 (1 cement : 6 fine sand) | — | — | — | 1,41,365.24 | |
| — | 6.00 | — | — | ||
| Providing and fixing flush for shutters to IS:2202 Part-I non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters, 35 mm thick including ISI marked stainless steel butt hinges with necessary screws | — | — | — | 8,266.5 | |
| — | 6.00 | — | — | ||
| Providing and fixing M.S. sliding door bolts generally conforming to IS:281 bright satin finish or black stone enamelled with nuts and screws etc. complete of size. 300 x16 | — | — | — | 780.24 | |
| — | 12.00 | — | — | ||
| Providing and fixing M.S. tower bolts generally conforming to IS: 204, (Part I) with necessary screws etc., complete or size, 150 x10 mm | — | — | — | 506.16 | |
| — | 6.00 | — | — | ||
| Providing and fixing M.S. door handles with necessary screws etc complete, 100mm | — | — | — | 98.4 | |
| — | 4481.25 | — | — | ||
| Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc. including cutting, bending straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete- upto 6m height above GL. in RSJ, tees, angles and channels | — | — | — | 4,56,773.81 | |
| — | 541.36 | — | — | ||
| Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc. including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete-up to 6m height above GL. In flats, plates, round or square bars | — | — | — | 53,275.24 | |
| — | 16.50 | — | — | ||
| Providing and fixing pressed steel door frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angles of section 50x25mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 25mm thick with mortar guard, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by the Engineer-in-Charge, Profile-B (125x60mm) Single rebate | — | — | — | 12,062.32 | |
| — | 2.00 | — | — | ||
| Providing and fixing M.S., fan clamp of 16mm dia. M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard design complete | — | — | — | 241.34 | |
| — | 5.40 | — | — | ||
| Providing and fixing glazing in aluminium door, window, ventilator shutter and partitions etc., with PVC/neoprene gasket etc, complete as per the architectural drawings and the directions of engineer in charge. ( Cost of aluminium snap beading shall be paid in basic item) with float/frosted glass panes of 4mm thickness (weight not less than 10.0 kg/sqm) | — | — | — | 5,023.19 | |
| — | 15.68 | — | — | ||
| Kota stones lab flooring of size up to 60x60 cm over 20mm (average) thick base of 1:4 cement mortar ( 1 cement: 4 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, 25mm thick | — | — | — | 21,603.12 | |
| — | 145.60 | — | — | ||
| Providing and fixing asbestos cement 6mm thick corrugated/semi corrugated sheet roofing up to any pitch and dixing with polymer coated J or L hooks, bolts and nuts 8mm dia. (G.I) plain and bitumen washers complete excluding the cost of purlins, rafters and trusses: | — | — | — | 43,498 | |
| — | 14.00 | — | — | ||
| Providing and fixing ridges and hips in asbestos cement sheet roofing, one piece plain angular ridges | — | — | — | 3,017.98 | |
| — | 45.00 | — | — | ||
| Providing and fixing on wall face unplaticised- Rigid PVC single socketed rain water pipes conforming to IS: 13592 type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion, 110mm dia | — | — | — | 11,809.35 | |
| — | 484.84 | — | — | ||
| 12mm cement plaster of mix-1:4 (1 cement: 4 fine sand) | — | — | — | 36,920.57 | |
| — | 360.57 | — | — | ||
| 12 mm cement plaster of mix- 1:4 (1 cement: 4 coarse sand) | — | — | — | 29,570.35 | |
| — | 805.21 | — | — | ||
| Finishing walls with water proofing cement paint of required shade two or more coats on new work applied @ 3.84 Kg/10 sqm | — | — | — | 34,905.85 | |
| — | 153.64 | — | — | ||
| Distempering two or more coat on new work with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete as per manufacturer's specification | — | — | — | 6,119.48 | |
| — | 270.27 | — | — | ||
| Extra for plastering on circular work not exceeding 6m in radius. In one coat | — | — | — | 3,167.56 | |
| — | 8.00 | — | — | ||
| Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufactures | — | — | — | 637.36 | |
| — | 40.00 | — | — | ||
| Providing and fixing Chlorinated Polyvinyl chloride (CPVC). Large diameter pipes, having thermal stability for hot and cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement trenching, refilling and testing of joints complete as per direction of Engineer-in-charge. External work (higher dia.), 100mm nominal outer dia. Pipes | — | — | — | 1,21,842 | |
| — | 1.00 | — | — | ||
| Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests | — | — | — | 3,463.12 | |
| — | 1.00 | — | — | ||
| Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern, with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamp complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required. One urinal basin with 5 litre white P.V.C. automatic flushing cistern | — | — | — | 3,108.13 | |
| — | 1.00 | — | — | ||
| Providing and fixing wash basin with C.I./M.S. bracket, 15mm C.P. brass pillar tap,32mm C.P. brass waste of standard pattern, including painting of fittings and brackets cutting and making good the wall wherever required white vitreous china wash basin size 550x400 mm with a pair of 15mm C.P. brass pillar taps | — | — | — | 2,228.3 | |
| — | 1.00 | — | — | ||
| Providing and fixing controlled flush, low level cistern made of vitreous china conforming to IS:7231, with all fittings complete, 10 litre (full flush) capacity-White | — | — | — | 1,784.28 | |
| — | 2.00 | — | — | ||
| Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC waste fitting complete. Flexible pipe 32mm dia | — | — | — | 128.88 | |
| — | 117.00 | — | — | ||
| Boring, providing and installing cast-in-situ single under reamed piles with bulb dia. of 2.5 times the pile dia of any length in M 35 grade to carry a safe working load not less than specified including cost of boring with bentonite solution and pile to be embedded in pile cap etc. all complete. Length of pile for payment shall be measured upto the bottom of pile cap. Payment for steel reinforcement & cement will be made separately, 300mm dia. piles | — | — | — | 2,89,907.28 | |
| — | 20.40 | — | — | ||
| Post construction anti termite treatment to structures with application by trenching drilling holes injecting of Imidacloprid 30.5%SC @ 0.075% concentration mixed with water in ratio 1:475 along with spraying of woodwork with termiseal (oil based approved termiticide), as detailed in Indian Railways Standard Specification, so as to create a chemical barrier below and around the structure by an approved professional agency. (Built up area shall be considered for payment) | — | — | — | 1,649.14 | |
| — | 1500.00 | — | — | ||
| Fixed to opening/wooden frames with raw plug screws etc. | — | — | — | 1,44,105 | |
| — | 52.50 | — | — | ||
| Preparation of sub grade by excavating earth upto 22.5cm depth, dressing to camber and consolidating with power road roller of 8 to 12 tonne capacity including making good the undulations etc., and disposal of surplus earth with lead up to 50 metres | — | — | — | 2,644.42 | |
| — | 16.00 | — | — | ||
| Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting spreading to template the consolidation with power road roller of 8 to10 tonne capacity etc, complete.Sub-base with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size | — | — | — | 21,312.96 | |
| — | 8.00 | — | — | ||
| Providing and laying water bound macadam with specified stone aggregate stone screening and binding material including screening sorting spreading to template and consolidation with power road roller of 8 to10 tonne capacity etc., complete. Base course with 53mm to 22.4mm size including stone screening 11.2mm size | — | — | — | 12,212.32 | |
| — | 52.50 | — | — | ||
| Surface dressing on new surface with paving bitumen of grade A-90/, S-90 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2mm nominalsizeper100sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity etc. complete | — | — | — | 7,442.4 | |
| — | 52.50 | — | — | ||
| Providing and laying 2.5cm premix carpet surface with 2.25cum and 1.12cum of stone chipping of 13.2 mm size and 11.2 mm size respectively and 180 kg of hot bitumen per 100 sqm. over a tack coat including consolidation with road roller of 6 to 8 tonne capacity etc. complete (tack coat to be paid separately. With refinery modified bitumen CRMB 55 conforming to IRC: SR: 53- 1999 | — | — | — | 9,472.05 | |
| — | 25.81 | — | — | ||
| Supply and using cement at work site; OPC 43 grade | — | — | — | 1,73,867.77 | |
| — | 1.00 | — | — | ||
| Provision for 20 feet long Aluminium ladder, ventilation shaft, manhole covers, water gauge, water proofing treatment, site grading, plinth protection and miscellaneous work | — | — | — | 1,23,013.5 | |
| — | 1.00 | — | — | ||
| FRP lining inside the wall of tank for area approx. 50 sqm and approx. 70 sqm P/U insulation from outside the walls | — | — | — | 67,716 | |
| — | 1.00 | — | — | ||
| Gas cooling coil: 3/4" tin coated copper cooling coil fitted approx., 1000 feet inside the inoculums plants as per chiller capacity fitted with suitable supporting structure | — | — | — | 1,07,783.25 | |
| — | 1.00 | — | — | ||
| M.S. cantilever for SS/FRP dome cover with the provision of suitable chain approximately 100kg weight | — | — | — | 58,577.85 | |
| — | 1.00 | — | — | ||
| Rectangular M.S. Cover: 5mm thick size 1.2x3.0 M, 03 nos. rectangular M.S. cover with the provision of handles and 02 nos. hinges in each cover | — | — | — | 46,862.29 | |
| — | 6000.00 | — | — | ||
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming t o Soil Quality Class SQ1/SQ2/SQ3, after preparation o f foundations a s applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content t o OMC, mechanical compaction to specified density a n d dressing of bank to final profile as p e r RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. Using Soil Class SQ1 | — | — | — | 23,49,540 |
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SectionI-FirstSheet.pdf
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SectionII-SecondSheet.pdf
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SECTION-III-SCC_1.pdf
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Schedule of Rates and Quantities
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GCC for works
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SectionIV-ScheduleofRatesandQuantities_1.pdf
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