Tender For Construction Of Diesel Generator Room In Hospital Complex In Anupuram Township.
Tender Value
58.35 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
6 days left
EMD
1.16 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chengalpattu → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Diesel Generator Room In Hospital Complex In Anupuram Township.
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+) Less (-) Tender Inviting Authority: Chief Engineer, Civil Engineering Group, GSO, Kalpakkam. Name of Work: Construction of Diesel Generator room in Hospital complex in Anupuram Township. Tender No: GSO/CTC/CEG/385/2026 Name of the Bidder/ Bidding Firm / Company : PART-II (FINANCIAL BID) Note : 1) This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender.2) Bidders are allowed to enter the Bidder Name and Values only.3) The Contractor shall procure Ordinary Portland Cement conforming to IS 269-2015 / Portland Pozzolana cement conforming to IS 1489-2015 and use it on works. Similarly the Contractor shall procure only Fe-500D grade of TMT bars or approved equivalent conforming to IS : 1786 (Latest Edition) from authorised dealers and use it on works. For further details please Refer Section VIII.4) Rates quoted should be inclusive of GST @ 18% and any other taxes as applicable. NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Item.No. Item Description Item Code / Make Quantity Units Estimated RateinRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE including all taxes in Figures to be entered by the Bidder inRs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Rates in words Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category Unit for Rate TOTAL AMOUNT Without Taxes in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Earthwork in open / Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sq.m on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. |
| 3 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including shoring, strutting, bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) |
| 4 | All kinds of soil upto 1.50mtr depth |
| 5 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth |
| 6 | Earthwork excavation for trial pits of required size in hard gravelly soil and other types of soil upto 1.50 mtr. depth without damaging the existing underground service lines including shoring, strutting, bailing of water, protection of existing underground utilities such as water line, service cables, etc., refilling the sides of trial pit as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with a lead of 50 metres and finishing the surface to proper level etc., all complete as per specifications and as directed by Engineer- in-Charge. |
| 7 | Filling available selected excavated earth (excluding rock) available at site in trenches, plinth, sides of foundation, etc., in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, levelling and dressing the top surface, lead upto 2km and lift upto 1.5m etc., all complete as per specification. |
| 8 | Providing and laying of Wet Mix Macadam (WMM) for Sub-base and base course conforming to clause 406 of MORT&H Specification for road and bridge works (Fifth Revision) using 53mm downgraded stone aggregate including cost of coarse aggregates, fine aggregate, premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver/motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., all as per specification and as directed by Engineer-in-charge. |
| 9 | Clearing heavy jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level, removal of rubbish upto a distance of 60m outside the periphery of the area cleared, cutting and stacking the useful fire wood if any within an initial lead of 100 mtrs etc., all complete as per specification and as directed by Engineer-In-Charge. |
| 10 | Providing Pre-Construction Anti-termite Treatment using Chlorpyriphos E.C 20% with 1 % concentration or other approved chemical as detailed below including cost of chemicals, labour and all other incidental charges for entire ground floor area of building and injecting termicide emulsion to the soil in contact with the foundation along the perimeter of both internal and external walls, etc., all as per IS: 6313 (Part-2). 1) Top surface of consolidated earth within plinth walls shall be treated with chemical emulsion @ 5 Ltr/Sq.m of the surface before the sand bed or sub-grade is laid. 2) Treatment along the external perimeter and internal perimeter at junction of the wall and the floor of the building shall be treated with chemical emulsion @ 7.5 Ltr/Sq.m, to facilitate this holes shall be provided @ 150mm apart upto GL for inner side and upto 300mm below GL for external perimeter. 3) The entire treatment shall be done as per the specifications and instructions of the termicide Manufacturer and as directed by the Department. 4) The treatment should be done by an agency specialized in the job having sufficient knowledge of anti termite treatment. 5) Five years guarantee from the date of completion of maintenance period shall be given by the contractor in the prescribed format of the department for the above anti-termite treatment work. |
| 11 | Cutting and felling trees of the girth (measured at a height of 1m above ground level) including cutting of trunks, branches, removing the roots, stacking of serviceable materials and disposal of unserviceable materials within a lead of 200m including filling the pits and depression with excavated earth, etc., all as directed by Engineer-In-Charge. |
| 12 | Beyond 300mm girth upto and including 600mm girth. |
| 13 | Beyond 600mm girth upto and including 1200mm girth. |
| 14 | Providing and laying in position of plain cement concrete using hard granite broken stone in foundations, trenches etc. including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. |
| 15 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) |
| 16 | 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) |
| 17 | 1 : 1.5 : 3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) |
| 18 | Providing, erecting, placing in position and removing Formwork for all insitu concrete works at all lifts and all shapes such as circular works, chamfers, splays, etc., using Steel / Plywood shuttering including centering, scaffolding, strutting, propping with necessary bracing in all areas, fixing of EPs, cutting holes and fixing pipe sleeves, applying of approved form oil over surface in contact with concrete, de-shuttering after specified curing period, etc., all complete as per drawings and specifications.[Note : Measurement for the formwork shall be the area of forms in contact with concrete surfaces. Stop boards for construction joints will not be measured seperately for payment. Centering and shuttering where exceeding 3.5m height in one floor shall be measured and paid for seperately.] |
| 19 | For Plain Surfaces at all levels |
| 20 | Providing and fixing of 50 mm thick expanded polystyrene (EPS) board of density 32 kg/m³ as compressible filler for foundation concrete structures, including cutting to the required size and fixing in position with suitable adhesive and/or mechanical fixtures, etc., all complete in all respects as per the manufacturer's specifications and as directed by the Engineer-in-Charge. |
| 21 | Providing and fixing of 50 mm thick elastomeric bearing pads of size 300 mm × 300 mm for machine foundation concrete structures made up of natural rubber (black colour) with 2Nos. of 3mm thick MS plate insertion, including fixing them in position using suitable adhesive / mechanical fixtures as per manufacturer specifications and as directed by Engineer-in-Charge.Note: 1) The elastomeric bearing pads shall be manufactured from RSS-1X grade black colour natural rubber with density 1.2 g/cm³. 2) The minimum tensile strength shall be 20 MPa, Shore A hardness of 70 ± 5 and elongation at break not less than 325%. 3) The work shall be carried out with skilled manpower as per manufacturer specifications. |
| 22 | Providing and casting insitu Reinforced Cement Concrete of the following grades of design mix by Weigh batching using machine crushed hard broken granite stone of nominal size 20mm including cost of admixtures in recommended proportion wherever required, mechanical mixing, transporting, placing at all lifts, vibrating, consolidation, curing, finishing smooth all exposed faces, for all insitu concrete items, etc., as per drawings and specifications.Note :1) The rate quoted shall be exclusive of reinforcement and formwork which will be paid for separately under relevant items.2) The rate of concrete shall include the cost of admixture in recommended proportions as per IS 9103 as per direction of Engineer-in-charge.3) Cement proportion for Concrete Mix shall be on the basis of weigh batching only as per design mix.4) The cost towards any upward / downward variation required to obtain the specified strength over the minimum cement content will be paid for or deducted at the rate specified in Schedule 'F'. |
| 23 | M 30 Grade Concrete (The Cement content considered is 370 Kg per Cu.m) - Upto FFL |
| 24 | M 30 Grade Concrete (The Cement content considered is 370 Kg per Cu.m) - above FFL and upto floor V |
| 25 | Providing, cutting, bending, placing and binding Steel reinforcement using TMT bars of Fe-500D grade in all reinforced cement concrete works including cutting, bending, fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire, cost of cover blocks in C.M 1:2, etc., complete as per specifications and drawings. Important Note: The required quantity of steel reinforcement as mentioned in the schedule should be procured by the contractor only of SAIL, Rashtriya Ispat Nigam Limited (VIZAG), TATA Steel & JINDAL from authorised dealers which shall conform to IS: 1786 (Latest Edition). |
| 26 | Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, exhaust fan moulds etc., in reinforced cement concrete of 1:1.5:3, using 20mm and below machine crushed graded stone aggregate and crushed stone sand including weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork & moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer-in-Charge. |
| 27 | Providing and constructing brick masonry at all lifts in cement mortar 1:5 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additves (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including suitable scaffolding, raking out joints, continuos curing for specified period, etc., all complete as per specifications and drawings. |
| 28 | Upto FFL |
| 29 | Above FFL |
| 30 | Providing and constructing 110mm thick brick work up to floor - V level in Cement Mortar 1:4 (1 Cement: 4 Coarse sand) for partition walls using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additves (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including supplying and providing 2 Nos. of 6/8mm MS rod at every third layer, raking out joints, scaffolding, continuous curing for specified period etc., complete all as per specifications. |
| 31 | Supplying, fabricating and fixing Steel work welded in built up sections and framed work at all lifts comprising Chequered plates, MS angles, other structural steel sections, etc., of TATA or SAIL or approved equivalent make including cutting, welding, bending to shape, painting exposed faces with two coats of anti-corrosive paint of approved colour over a coat of red oxide zinc chromate primer / zinc phosphate primer, embedding with Cement concrete, if necessary, etc., all complete as per specifications and drawings.[Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedments for fixing the steel works. ] |
| 32 | In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works |
| 33 | In Stair case, Trench cover etc., using of 6 mm thick or more Chequered plates wherever required. |
| 34 | Supplying, fabricating and fixing of 40mm thick pressed Steel Flush Door of make STEELTECH or SIGNUM or TATA PRAVESH or NCL Seccolor or other approved equivalent make having outer door frame of size 105x60mm (Single Rebate) and steel flush door as detailed below including fabricating the frame, door shutter, providing thermal barrier between sheet, filling the hollow portion of the door with honeycomb/Solid Polyurethene foam, providing vision panel of size 200x300mm with 5mm thick clear toughned glass of approved pattern, fixing the door with required hardware fitting of make Dorma or other approved make, fixing the door assembly with necessary hold fast / anchor fasteners as per site condition, filling the hollow of door frame and hold fast pocket with CC 1:2:4 using 12mm downgraded stone aggregate which will be paid for separately under relevant item., etc., all complete as per drawing, manufacturer specifications and as directed by the Engineer-in-Charge. Door Frame: - Outer door frame of size 105x60mm (Single Rebate) made from 1.2mm thick Galvanized steel sheet with Zinc coating not less than 120gm/Sqm and shall be finished with PU paint of approved colour over zinc rich epoxy primer. Provision for providing fixed glass of 300mm height at top over the door shutter shall be made as per drawing.Door Shutter :- Pressed Steel fully Flush double skin door shutter of thickness 40mm (+5mm) fabricated 0.8mm thick Galvanized steel sheet with Zinc coating not less than 120gm/Sqm with approved colour finish. Top and Lower skin joined by roll formed snap fitting groove on the style. Providing thermal barrier between sheet and filling the hollow portion of the door with solid Polyurethene foam of density not less than 40kg/m3. Providing vision panel of size 200x300mm with 5mm thick clear toughned glass of approved pattern as per drawing. The shutter shall be finished with PU paint of approved colour over zinc rich epoxy primer. |
| 35 | Hardware fittings: - Fixing the door with required hardware fitting such as 4 Nos of 100x75x3mm SS ball bearing hinges for each shutter, Mortice Lock with handle and key, SS pull ‘D’ handle of 32x600mm length for each shutter, Door stopper, PVC solid buffer, SS Aldrop (Suitable size), Door Co-ordinator/ Selector for double leaf door fixed over frame, concealed tower bolts for double leaf shutters, 1 No. of 150mm and 1 No. of 3000mm barrel type premium SS tower bolt. All hardware fittings shall be of make ‘Dorma’ or other approved equivalent make over the wooden inserts placed inside the shutter.Single leaf door of size upto 1000mm width and 2500mm height and 1 No of vision panel with 300mm top fixed glass and louver. |
| 36 | Double leaf door of size upto 2000mm width and 2500mm height with 300mm top fixed glass and 1 No of vision panel each shutter. |
| 37 | Supplying, erection in position rolling shutter with wicket gate of size 750(W)x1500(H)mm including assembling fitting and fixing standard steel rolling shutters. The shutter shall be of pull and push type conforming to IS:6248 with all accessories such as slide guide channel with stiffeners, bracket, plate, Pulley, U-clamp, Spring and pipe shaft, lock plate, pulling hook, sliding lock, roller ball bearings, curtain shall be built up of interlocking MS lathe section formed from cold-rolled steel strips of 1.20mm thickness and 75mm wide, gear, pulling hook handle with necessary fittings and locking arrangements on both ends including 1.25mm thick MS hood cover, galvanising the lathe section, guide rails, bottom plate, hood cover, bracket plate and suspension shaft, painting two coats of synthetic enamel paint of approved colour and make over a coat of red oxide zinc chromate primer / zinc phosphate primer, etc., all complete as per specification, drawing, and as directed by the Engineer for various structural openings. (Note: Actual area of opening only shall be measured and paid). |
| 38 | Supplying, fitting, fixing in position of 5mm thickness plain/grounded glass of \\"Saint Gobain\\" or approved equivalent make for doors, partition, windows, fixed glazing, louvers, etc., including fixing with putty, TW beading, neoprene gasket, etc., all complete as per drawing and specifications. |
| 39 | Providing and fixing in position Aluminium partitions, doors, windows, ventilators, louvers, fixed glazing, sliding windows north light glazing, sliding shutter 'E' Channel, trellis, etc., using heavy duty standard anodized aluminium extruded sections, anodized aluminium sheets as per relevant IS code of \\"JINDAL\\" or approved equivalent make including pivots, approved door and window handles, door stopper, EPDM gasket, neoprene gasket lining, stainless steel screw, mastic filling, weather strips, washers, reinforcing the door shutters at top and bottom with MS rod threaded and fixed to vertical members, etc., as required and as per drawing etc., all complete at all heights and as directed by the Engineer in charge.Note:- 1. Payment shall be made on the basis of weight of aluminium members/section fabricated and actually installed in position without extra allowance for wastage no extra payment shall be made for non-aluminium consumable items like screws, gasket, weather strips PVC/Neoprene lining, sliding wheels for windows, in built tower bolt, reinforcing rods, etc., 2. Glazing, particle boards, Aluminium grills, mesh etc., will be paid separately under relevant items.3. All fittings except under Note-1 will be paid separately under relevant item and the fittings shall be of matching colour anodized aluminium sections. 4. The aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required cleat angles at no extra cost.5. The aluminium section shall be anodized with \\"MATT FINISH\\" (15 micron thick) finishing and of approved shade/colour with the approval of Engineer-In-Charge. |
| 40 | Providing and fixing Sliding window latch for sliding windows of make EBCO or other approved make including fixing with necessary screws as directed by the Engineer-in-charge. |
| 41 | Providing 40mm thick concrete flooring with metallic concrete hardner topping at all levels and floors consisting of underlayer of 28mm thick cement concrete 1:1:2 using crushed stone sand (1 part Cement : 1 part Fine aggregate : 2 part Coarse aggregate of 12.5mm and below size) by volume, top layer of 12mm thick 1:2 mix (1 part cement with metallic hardener of Hardonate / Ironite or approved equivalent : 2 parts of stone aggregate of 6mm nominal size by volume) (metallic hardener and cement mixed ratio is 1:4) prepared as per manufacturer's instructions including chipping the concrete surface, finishing, curing, providing aluminium dividing strips, cleaning the surface neatly at the time of handing over the area etc. complete all as per specifications and drawings and as directed by the Engineer-in-Charge. |
| 42 | Plastering the ceiling / exposed surfaces of concrete with CM 1:3; 6mm thick to make the surface uniform, free from undulations and imperfections including hacking pock marking of surfaces with pointed tool, scaffolding, curing at all lifts etc., all complete as per specifications and as directed by Engineer-incharge. [Note: 6mm premium glass fibre of make Dugar & Co or Recron shall be mixed with Cement @ 60 gms of glass fibre per 50kgs of cement] |
| 43 | Plastering with Cement Mortar 1:5, 12mm thick for brickwork / Concrete on internal faces at all lifts including scaffolding, curing and forming grooves wherever necessary all complete as per specifications and as directed by the Engineer-incharge. [Note: 6mm premium glass fibre of make Dugar & Co or Recron shall be mixed with Cement @ 60 gms of glass fibre per 50kgs of cement] |
| 44 | Providing plastering to the external surfaces of brickwork/concrete at all elevations in cement mortar 1:5 using crushed stone sand, 12mm thick admixed with cementitious waterproofing admixture of approved make at 400gms per bag of cement or approved water proofing chemical as with ratio as per manufacturer recommendation and including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications and as directed by the Engineer-in-Charge. |
| 45 | Providing and laying Cementitious water proofing treatment system comprising of bond coat, top screed concrete including preparation of surface by chipping/dismantling the existing loose surfaces with bed mortar, cleaning the surface by washing throughout, filling the cracks using approved crack fillers, injection/ grouting the cracks where ever required with cement slurry using suitable water proofing admixtures, applying bond coat, finishing the top with 20mm thick IPS flooring with water proofing admixtures, leak test, curing, etc., all complete as per specifications and as directed by the Engineer-in-Charge.Note:-i) This treatment should be done by an agency specialized in the job having sufficient knowledge of waterproofing treatment, authorized trained applicator should be used and certificate should be submitted before commence the work. ii) This work shall be executed at inaccessible terrace at a height of upto 11m. Aluminium mobile tower scaffolding having double width platform with stairway as directed by EIC shall be provided by the contractor to access the working area during execution of work.iii) Five years guarantee from the date of completion of maintenance period shall be given by the contractor in the prescribed format of the department for the workmanship and the materials provided. |
| 46 | Supplying and fixing in position of Alkali resistance Glass fibre mesh (4-5mm square aperture with 145 gsm) over the joints of RCC and Brick work with cement paste before plastering as directed by Engineer-in-charge. |
| 47 | Providing Raised Cement Mortar bands with plain cement mortar 1:3 for elevational purpose over parapet, sunshade, RCC drop, etc., at all levels including hacking pock marking of concrete surfaces with pointed tool, scaffolding, curing and forming grooves wherever necessary, etc., all complete as per drawing & specifications and as directed by Engineer-In-Charge.(Note : Rate shall be quoted for 1 mtr long and 1 cm wide band. Length will be measured in running metres, width of the band will be measured in CM and the quantity shall be calculated in metre-cm units) |
| 48 | 100mm wide 18mm thick Raised Cement Mortar bands |
| 49 | Painting all internal faces of walls / ceiling plastered surfaces with two coats of Acrylic Emulsion paint of make Asian (Tractor) / Berger (Bison) or other approved equivalent make of approved shade over a coat of interior wall primer of make Asian (Professional) / Berger (BP Primer) or other approved equivalent make including preparation of surfaces, applying the primer coat, scaffolding, etc., all complete at all lifts as per specifications. |
| 50 | Painting all internal faces of walls / plastered surfaces with two coats of Acrylic Emulsion paint of make Asian (Tractor) / Berger (Bison) or other approved equivalent make of approved shade over a coat of interior wall primer of make Asian (Professional) / Berger (BP Primer) or other approved equivalent make including preparation of surfaces, applying approved make wall care putty as per manufacturer specification, sanding the surface, making surface smooth without porous, applying the primer coat, scaffolding, etc., all complete at all lifts as per specifications. |
| 51 | Providing Painting over all exposed surfaces at all heights over rough cast plaster/plain plaster with Two Coats of premium exterior emulsion paint of make Asian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat) or other approved equivalent make of approved shade over a coat of exterior wall primer of make Asian / Berger or other approved equivalent make including preparation of surfaces, curing, scaffolding etc., all complete as per specifications. |
| 52 | Painting over Plain Plaster at all lifts. |
| 53 | Providing and fixing best quality 110mm OD SWR uPVC pipes - Type A (suitable for ventilation work and rain water applications) conforming to IS: 13592 - latest edition with ISI mark including moulded fittings/specials such as bends, shoes, etc., jointing with seal ring conforming to IS - 5382 leaving 10mm gap for thermal expansion, fixing to the wall with adequate no. of PVC clips for rain water down take pipes etc., all complete as per specifications and as directed by the Engineer in charge. |
| 54 | Providing and laying 60mm thick factory made chamfered edge prefabricated cement concrete interlocking Solid / perforated paver block of M-30 grade made by table vibratory method using PU moulded with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over 50mm thick compacted bed of coarse sand including cost of sand filling, levelling with required slope, ramming the surface, watering, consolidation using vibratory earth rammers, filling the joints with sand, cleaning, etc., all complete as per specification and as directed by the Engineer-incharge. |
| 55 | Dismantling Plain cement concrete/Brick bat coba at all lifts including clearing and depositing the same with a distance of 100 metres as directed by Engineer-in-charge. |
| 56 | Dismantling Brick work in cement mortar at all lifts including clearing and depositing the debris within a distance of 100 metres all as directed by Engineer-in-charge. |
| 57 | Electrical worksSupply and installation of following sizes of Heavy Duty, Hot Dip Galvanised MS ERW Conduits for Electrical & Communication System with all the required accessories like round JBs, Solid Long Bends, Check Nuts, Nipples, Couplings, Reducers, Copper Clips, Copper Conductor, GI Wire etc, on roof slab, column, beams etc as per the detailed specification. |
| 58 | 25 mm Dia 1.8mm, wall thickness GI Heavy Duty ERW Conduits with 75mm deep junction boxes |
| 59 | Supply and installation of following sizes of Heavy Duty, Hot Dip Galvanised MS ERW Conduits for Electrical & Communication System with required Solid Long Bends, Check Nuts, Nipples, Couplings, Reducers, Copper Clips, Copper Conductor, GI Wire etc, in Floor, Walls, Brick, Block Masonry, etc. including chasing & replastering as per the detailed specification. |
| 60 | 25 mm Dia 1.8mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes |
| 61 | Supply and Embedment of following sizes of flush mounting POWDER COATED TPN/SPN DB Enclosures with Double Door consisting of Phase, Neutral and Earth Bus and interconnecting wires etc. at suitable depth in brick work as per the detailed specification and as directed by the Engineer-in-charge. |
| 62 | SPN, 8 Way Distribution Board with all accessories, cat No:507611 |
| 63 | Supply and Embedment of following sizes Cable end termination box at suitable depth in brick work as per the detailed specification and as directed by the Engineer-in-charge. |
| 64 | SPN, 8 way Cable end box, cat No:507913 or equivalent suitable for SPN, 8 way Distribution Board cat No:507611 |
| 65 | Supply and Embedment of 50mm Deep, Square/Rectangular Concealed type and GI double earthed modular metal boxes of the following types and as specified in RCC/Brick/Concrete Block Masonry with finishing and making good as per the detailed specification. |
| 66 | ONE/TWO Module, 1.2mm thickness |
| 67 | THREE Module, 1.2mm thickness |
| 68 | SIX Module, 1.2mm thickness |
| 69 | EIGHT Module rectangular, 1.2mm thickness |
| 70 | Supply and Embedment of MS fan Hook Boxes in RCC roof slab with finishing and making good as per drawing No:IGC/ESD/9170/8009 and the detailed specification. |
| 71 | Supply and Installation of Cast aluminium Junction box with FRP cover. |
| 72 | Supply and Installation of Cast aluminium Junction box for PTL as per the drawing no: IGC/ESD/2021/6001/1-R1, for street light pole as per the drawing no: IGC/ESD/2021/6001/3, and as per the detailed specification. |
| 73 | Supply and installation of 230 mm Dia. 2 Mtrs Long, NP 2 Class Hume Pipes at a depth of 1200 mm including supply of Collars and fixing them with1:1 cement mortar and curing, including excavation in all types of soil, backfilling complete as directed by Engineer-in-Charge. |
| 74 | Supply and installation of following sizes of Heavy Duty, Hot Dip Galvanised GI pipes with required accessories on Floor, column, beams etc including chasing and replastering as per the detailed specification. |
| 75 | 50 mm NB, 4.5mm wall thickness Heavy Duty GI pipe Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Less (-) 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Government of IndiaDepartment of Atomic EnergyGeneral Services OrganizationCivil Engineering Group TENDER DOCUMENT FOR Construction of Diesel Generator room in Hospital complex in Anupuram Township. Tender No: GSO/CTC/CEG/385/2026 Part – II : Financial Bid (Section - VIII) INDEX S/No. Title Page No. |
| 76 | GENERAL INFORMATION FOR GUIDANCE OF TENDERERS |
| 77 | The schedule of quantities is to be read for the purpose of pricing in conjunction with the special conditions, general rules for the guidance of contractors, conditions of contract, specifications, drawings, schedule of supply of materials and the appendices. |
| 78 | The prices inserted in the schedule of quantities shall be inclusive of value of the work described including all cost and expenses, which may be required in and for the construction of the work described together with the general risks, liabilities and obligations not forth or implied in the documents on which the tender is to be based. |
| 79 | The quantities stated are to be considered approximate only and the unit prices entered in the schedule of quantities and prices shall apply only to the actual quantities measured in the completed work in accordance with the specifications. |
| 80 | All the materials other than those shown in schedule of supply of materials in section VII are to be arranged by the contractor and his rates should account for the same. |
| 81 | Rates quoted for all items in this tender shall include cost of all materials including cement and steel. Department will not supply any materials other than materials stipulated in Section - VII of the tender and as such the rates quoted must be all inclusive. |
| 82 | If contractors need any clarification they are required to contact the ‘Head, CTC, CEG, GSO, Kalpakkam – 603 102, Chengalpattu district, Tamilnadu (Ph – 044 - 27481238 and 044-27480500 Extn. 84727, 85803) during office hours. SECTION VIII - CONDITIONS FOR CEMENT & STEEL |
| 83 | The contractor shall be responsible for supply of cement and procure Ordinary Portland Cement conforming to IS 269-2015 / Portland Pozzolona Cement conforming to IS: 1489-2015 and use it on works. Since the supply of cement by the department has been dispensed, all the clauses relevant to supply of cement by department in this tender document stands cancelled. The contractor shall purchase cement from the approved manufacturers only. The secured advance on cement shall be regulated as per Clause 10-B of conditions of contract. Secured advances on cement up to 90% of assessed price shall be paid to the contractor after indemnifying the Government and through insurance cover. The quantity of cement on which secured advance shall be paid will be restricted to the consignment of cement tested and passed in the test in department laboratory. Prior approval to be obtained from the Engineer for the quantities proposed to be purchased. |
| 84 | The contractor shall procure Ordinary Portland Cement conforming to IS 269-2015 / Portland Pozzolona Cement conforming to IS: 1489-2015 and use it on works. Ordinary Portland Cement, as required in the work, from reputed manufacturers of cement, having a production-capacity of one million tonnes per annum or more, such as A.C.C., L & T, J.P. Rewa, Vikram, Shri Cement, Birla Jute and Cement Corporation of India, etc., as approved by Ministry of Industry, Government of India, and holding license to use ISI certification mark for their product whose name shall be got approved from Engineer-in-charge. Supply of cement shall be taken in 50 Kg. bags bearing manufacturer’s name and ISI marking, samples of cement arranged by the contractor shall be taken by the Engineer-in-charge and got tested in accordance with provisions of relevant BIS codes. In case test results indicate that the cement arranged by contractor does not conform to the relevant BIS codes, the same shall stand rejected and shall be removed from the site by the contractor at his own cost within a week’s time of written order from the Engineer-in-charge to do so. |
| 85 | The cement shall be brought at site in bulk supply of approximately 50 tonnes or as decided by the Engineer-in-charge. |
| 86 | The cement Godown of having a capacity to store minimum of 2000 bags of cement shall be constructed by the contractor at site of work for which no extra payment shall be made from department. Double lock provision shall be made to the door of the cement godown. The keys of one lock shall remain with the Engineer in charge or his authorised representative and the key of the other lock shall remain with the contractor. The contractor shall be responsible for the watch and ward the safety of the cement godown. The contractor shall facilitate the inspection of the cement godown by the Engineer-in-charge at any time. |
| 87 | The contractor shall supply free of charge the cement required for testing. The cost of tests shall be borne by the contractor. |
| 88 | The actual issue and consumption of cement on work shall be regulated and proper accounts maintained as provided in Clause 10 of the contract. The theoretical consumption of cement shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein. |
| 89 | Cement brought to site and cement remaining unused after completion of work shall not be removed from site without written permission of the Engineer-in-charge. REINFORCEMENT STEEL |
| 90 | The contractor shall procure only TMT bars of Fe500-D Grade conforming to IS – 1786 (Latest edition) produced by the following manufacturers SAIL, RINL, TATA & JINDAL with a test certificate and use it on works after getting approval from department Engineer or tested in department laboratory. Sample shall be tested for all the required parameter as specified in the BIS before bulk purchase. The contractor shall have to obtain and furnish test certificates to the Engineer-in-charge in respect of all supplies of steel brought by him to the site of work. Samples shall also be taken and got tested by the Engineer-in-charge as per the provisions in this regard in relevant BIS codes. In case the test results indicate that the steel arranged by the contractor does not conform to BIS codes, the same shall stand rejected and shall be removed from the site of work by the contractor at his cost within a week’s time from written orders from the Engineer-in-charge to do so. |
| 91 | The steel reinforcement shall be brought to the site in bulk supply of 10 tonnes or more or as decided by the Engineer-in-charge. |
| 92 | The steel reinforcement shall be stored by the contractor at site of work in such a way as to prevent distortion and corrosion and nothing extra shall be paid on this account. Bars of different sizes and lengths shall be stored separately to facilitate easy counting and checking. |
| 93 | For checking nominal mass, tensile strength, bend test, re-bend test etc. specimen of sufficient length shall be cut from each size of the bar at random at frequency not less than that specified below: Size of bar For consignment below 100 tonnes For consignment over 100 tonnes Under 10 mm dia. One sample for each 25 tonnes or part thereof One sample for each 40 tonnes or part thereof 10 mm to 16mm dia. One sample for each 35 tonnes or part thereof One sample for each 45 tonnes or part thereof Over 16 mm dia. One sample for each 45 tonnes or part thereof One sample for each 50 tonnes or part thereof |
| 94 | The contractor shall supply free of charge the steel required for testing. The cost of tests shall be borne by the contractor. |
| 95 | The theoretical consumption of steel on work shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein. For the purpose of payment, weight will be calculated on the basis of bar bending schedule and weights of bar given as under. Wherever actual lengths placed differ from bar bending schedule actual length will only be measured. Bar dia. mm Weight Kg/Metre 5.0 0.154 6.0 0.222 8.0 0.395 10.0 0.617 12.0 0.888 16.0 1.58 20.0 2.47 25.0 3.85 28.0 4.83 32.0 6.31 36.0 7.99 However the payment for 6mm and 8mm dia. (nominal size) MS rods will be based on the weight as arrived at by the procedure as specified below. For the purpose of arriving at an average weight per unit length of any individual size of the bar, a set of bars of the same size selected at random from each consignment shall be weighed, their lengths accurately measured and average weight per unit, length found out. Unit weights thus found out, for each size and each consignment shall be approved by the Engineer. Bars measured as used in works shall be converted into weight by adopting unit weights referred to above. |
| 96 | Steel brought to site and steel remaining unused shall not be removed from site without the written permission of the Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
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Upcoming · 6 daysOct 09, 2026
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