Tender For Masonry Repairs & Maintenance Works In Residential And Non - Residential Buildings In Dae Township At Anupuram During The Year 2026-2027.
Tender Value
32.55 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
7 days left
EMD
65100
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 Masonry Repairs & Maintenance Works In Residential And Non - Residential Buildings In Dae Township At Anupuram During The Year 2026-2027.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in open / Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sqm 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. |
| 2 | Earthwork excavation by 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. |
| 3 | All kinds of soil upto 1.50mtr depth |
| 4 | 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. |
| 5 | 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, lift upto 1.5m, with a lead of 1 Km etc., all complete as per specification. |
| 6 | Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the department within a lead specified below and levelling, etc., all complete as per specifications and as directed by the Engineer-in-charge.Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements.2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. |
| 7 | Exceeding 1.0 Km but not exceeding 2.0 Kms |
| 8 | Providing gravel base of approved thickness for flooring, kerbwall, etc., including supplying gravel, spreading gravel in uniform layers, watering, ramming, consolidating, dressing the top surface to the required level, etc., all complete as directed by the Engineer-in-charge. |
| 9 | Providing and laying in position of plain cement concrete using hard granite broken stone for all insitu levelling courses in foundations, floor, roof screeding, encasing pipes, etc., including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. |
| 10 | 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) |
| 11 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) |
| 12 | Providing and laying 100mm thick Base course under the flooring with cement concrete 1:5:10 using 25mm size hard broken stone including mechanical mixing, ramming, compaction, levelling, formwork, curing etc., complete as per specifications. |
| 13 | Providing and laying Random Rubble masonry in Cement mortar 1 : 6 (1 cement: 6 coarse sand) in foundation and plinth using hard granite stones obtained from approved quarry including bond stones of 2 Nos/Sqm at 1.5 to 1.8 mts apart, raking out joints, curing, etc., all as per standard specification. |
| 14 | Providing and laying Random Rubble masonry at all levels using hard granite stones retrieved from dismantled RR Masonry in Cement mortar 1 : 6 (1 cement: 6 coarse sand) including Sunk / flush pointing in CM 1:3, bond stones of 2 Nos/Sqm at 1.5 to 1.8 mts apart, raking out joints, curing, dismantling the existing RR masonry and disposing the dismantled debris within 2Kms lead, etc., all as per standard specification. |
| 15 | 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, continuous curing for specified period, etc., all complete as per specifications and drawings. |
| 16 | Providing and constructing 110mm thick brick work for partition/kerb walls in cement mortar 1:4 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. |
| 17 | Providing and constructing 110mm thick Compound wall in brickwork 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 of approved quality in CM 1:4 consisting of 110mm thick brick work, 230 x 230mm size brick pillars at every 3 meters intervals and at junctions, corners etc., brick on edge layer at bottom and top as coping including scaffolding, curing, raking out joints, etc., all complete as per Specifications. |
| 18 | Providing and constructing 115mm thick Honey comb brick work for Compound wall using well burnt WIRE CUT BRICKS of approved quality in C.M 1:4 consisting of 110mm thick (Plus or Minus 5mm) brick work, 230 x 230mm size solid brick pillars at every 3 meters intervals and at junctions, corners etc., brick on edge layer at bottom and top as coping including scaffolding, curing, raking out joints, pointing on wall exposed faces, etc., all complete as per specifications. |
| 19 | Retrieved and constructing 115mm thick Honey comb brick work for Compound wall using retrieved wire cut brick from dismantled brick work in C.M 1:4 consisting of 110mm thick (Plus or Minus 5mm) brick work, 230 x 230mm size solid brick pillars at every 3 meters intervals and at junctions, corners etc., brick on edge layer at bottom and top as coping including scaffolding, curing, raking out joints, pointing on wall exposed faces, etc., all complete as per specifications. |
| 20 | Repairs to the damaged compound wall by replacing the damaged bricks for 115mm thick Honey comb brick work compound wall in middle portions in C.M.1:4 consisting of using retrieved wire cut bricks including curing, racking out joints all complete as directed by the Engineer-in-charge. |
| 21 | Removal and uprooting tree roots with necessary excavation cutting the lateral roots, conveying the uprooted tree roots at the places as directed including filling the excavated pits all as per specification. |
| 22 | Plastering the 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 and including chipping the plastering, applying bonding agents, disposing the dismantled debris, etc all complete as per specifications and as directed by Engineer. |
| 23 | Plastering with Cement Mortar 1:5; 12mm thick for brickwork for internal faces, finished smooth with including scaffolding, curing and forming grooves wherever necessary and including chipping the plastering, applying bonding agents, disposing the dismantled debris, etc all complete as per specifications and as directed by Engineer. |
| 24 | Plastering with Cement Mortar 1:5; 12mm thick for brickwork for external faces, finished smooth with including scaffolding, curing and forming grooves wherever necessary and including chipping the plastering, applying bonding agents, disposing the dismantled debris, etc all complete as per specifications and as directed by Engineer. |
| 25 | Plastering with Cement Mortar 1:3, 20mm thick including supplying and mixing of approved make water proofing compound at the rate of 2 % (two percent) by weight of cement or as specified by manufacturer and finished smooth with a floating coat of neat cement including chipping the plastering, applying bonding agents, disposing the dismantled debris, etc all complete as per specifications and as directed by the Engineer-in-charge. |
| 26 | Providing and fixing double scaffolding system (cup lock type) on the exterior side at all height made with 40mm diameter M.S. tube spaced @ 1.5m center to center horizontal and vertical tubes joining with cup and lock system with M.S.tube, 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 thereafter. The scaffolding system shall be stiffened with bracings, runners connection with the building, etc., Wherever required for the inspection of work at required location with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. (Note: The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.) |
| 27 | Providing and casting insitu Reinforced Cement Concrete 1 : 1.5 : 3 using machine crushed hard broken granite stone of nominal size 20mm including curing, finishing smooth all exposed faces including mechanical mixing, transporting, placing at all lifts, consolidation, all insitu concrete items as per specifications. (Note:- The rate quoted shall be exclusive of reinforcement and formwork which will be paid for separately under relevant items.) |
| 28 | Providing, erecting, placing in position and removing Formwork for all insitu concrete works at all lifts and all shapes using Steel/ Plywood shuttering including centering, scaffolding, strutting, propping, fixing of EPs, cutting holes and fixing pipe sleeves, applying of approved form oil over surface in contact with concrete, 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). |
| 29 | 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'. |
| 30 | M 25 Grade Concrete (The Cement content considered is 350 Kg per Cu.m) - Upto FFL |
| 31 | Providing, cutting, bending, placing and binding steel reinforcement using TMT bars of Fe-500 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). |
| 32 | Replacing the existing damaged vitrified tiles by dismantling/ chipping out of the damaged portion and providing new tiles by thoroughly removing the damaged tiles and laying Jointless Vitrified tile of size 600 x 600mm with water absorptions less than 0.08% conforming to IS: 15622 of KAJARIA (Double Charged) or JOHNSON (DC) or SOMANY (DC) or other approved make for flooring and skirting in all colours, shades and design of approved pattern including setting over base layer of 20mm thick in cement mortar 1:4, jointing with grey cement slurry @ 3.3 kg per sqm or by using tile adhesive of approved make, grouting the joints with epoxy based joint filling material or other equivalent jointing materials, curing, cleaning the surface with acid wash etc., all complete as per specification and as directed by Engineer in charge. (Note:- The sample shall be got approved by the Engineer-in-charge before making bulk order) |
| 33 | Providing and laying 1st quality Rectified (Jointless) Ceramic floor tiles (Glazed or Anti-skid) of size 300 x 300 mm or more confirming to IS : 15622 of KAJARIA (Approved concept of Digital Series) or SOMANY (Digital Series - Glasstra) or JOHNSON (Approved concept of Satin & Rustic / Glossy series) or other approved make in all colours, shades in Floors laid over 20 mm thick cement mortar 1 : 4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry @ 3.3 kg per sqm or by using Cement based high polymer modified quick set tile adhesive (water based) or other approved tile adhesive including grouting the joints with white cement and matching pigments etc., all complete as per specification. |
| 34 | Providing and fixing 1st quality Rectified (Jointless) Glazed ceramic wall tiles of approved concept series confirming to IS 15622 of \\"KAJARIA/ SOMANY / JOHNSON\\" or other approved make in all colours, shades of following sizes in Skirting, Risers of steps and Dados laid over 12 mm thick bed of cement mortar 1 : 3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm or by using Cement based high polymer modified quick set tile adhesive (water based) or other approved tile adhesive including providing Motiff tiles, pointing in white cement mixed with pigment of matching shade, curing, etc., all complete as per specifications and as directed by Engineer-in-Charge. |
| 35 | Wall tiles of 300x450 mm or more [KAJARIA (Digital Series) or JOHNSON (Satin &Rustic / Glossy series)] |
| 36 | Supplying and laying of one course of Vitrified Cool Roof tiles over roof slab / sloped surface of terrace and skirting using tiles of size 300x300mm and 10mm (±5%) thickness of make SOMANY (or) JOHNSON (or) PAVIT or approved equivalent make and conforming to IS: 15622 (Group B1a (or) Group B1b) approved colour with SRI (Solar Reflectance Index) > 78, Solar reflection > 0.70 & initial remittance >0.75 laid on 20mm thick bed on Cement mortar 1:4 mixed with integral water proofing admixture including removal of dead mortar from roof slab, cleaning the surface, exposing floor & wall function along parapet and column if any, sealing the floor & wall junction with water proofing mortar, laying screed concrete in CC 1:2:4 to form slope and haunch portion along parapet, if any required including laying tiles with required slope as per manufacturer specification, grouting the joints with approved tile grout, etc., all complete as per manufacturer Specification and as directed by Engineer-in-Charge. (Note: - Cost of screed concrete in CC 1:2:4 will be paid for separately under relevant item.) |
| 37 | Providing and applying SBR based bond coat of make MC Bauchemie (Naufufill-SBR) or FOSROC (Nitobond SBR) or FAB Chemical (Mixbond SBR) or Bostik (Boscocem 475) or other approved make including preparation of surfaces by scrubbing / cleaning the fungus / stains, cleaning with water, filling the cracks with approved crack filler and including cost of all materials, labour, tools and plants, curing, scaffolding at all lifts, etc., all complete as per specifications and as directed by Engineer-In-Charge. (Note: Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications.) |
| 38 | Providing and fixing 14-16mm thick White Agaria Marble Stone slab table rubbed, exposed edges rounded and polished of required size and fixed in urinal partitions, shelves above wash basin, etc., by cutting a chase of appropriate width with chase cutter and embedding the stone into the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) finished smooth, front face polishing, rounding the edges, etc., all complete as per specification and as directied by Engineer-in-charge. |
| 39 | Providing and laying Indian Patent Stone Flooring with cement concrete 1:2:4; 20mm thick using 10mm and below size hard broken stones including dismantling the damaged portion of existing floor/dadoo, preparation of surface, consolidating, curing, rubbing the surfaces smooth, providing dividing strips, disposing the dismantled debris at suitable places as shown at site within 1Km lead, etc., all complete as per specification and as directed by Engineer-in-charge. |
| 40 | Providing and fixing Marble / Granite work gang saw cut mirror polished, (pre moulded and prepolished slab) machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1 : 4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups, etc., including rubbing, curing, finishing, providing holes of required diameter, providing opening to fix counter basins, providing grooves wherever required, etc., all complete at all levels as per specifications.(Note:- The marble/Granite stones slab shall be got approved by the Engineer before making bulk order.) |
| 41 | Rajnagar plain White marble/Udaipur green marble/Zebra black marble (14 - 16mm thick) |
| 42 | Granite - Ruby red/Jet Black (16 - 18mm thick) |
| 43 | Supplying and fixing 20mm (±2mm) thick both side polished Kota Stone slabs for Shelves in Cupboard/Wardrobe/Shoe rack, etc., including fixing by cutting a chase of appropriate width with cutter and embedding the stone into the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) finished smooth, front face polishing, rounding the edges, etc., all complete as per specifications and as directied by Engineer-in-charge.(Note: Kota stones shall be got approved by the Engineer before making bulk order) |
| 44 | Providing Half Round Edge Moulding to 16-18mm thick marble / Granite or 20mm thick Kota stone counters, vanities, sills, etc. including machine polishing the edges to give high gloss finish etc., all complete as per specifications and as directed by Engineer - in – charge. |
| 45 | Granite work |
| 46 | Kota stone work |
| 47 | Providing weather proofing over roof slab with brick bat coba made in the proportion of 1:2 (one part of slaked lime and two parts of 25mm size broken brick jelly) over roof slab including grouting the roof slab with cement slurry mixed with water proofing chemical before laying brick bat concrete wherever required forming proper slopes for drainage, rammed and finished with gur and belgiri treatment, rounding the junction with parapet wall etc., complete all as per specifications. [Note: Cost of grouting will be paid for separately under relevant item.] |
| 48 | Supplying and laying one course of pressed flat tiles over roof slab, using 230 x 230mm size laid on 20mm thick bed in cement mortar 1:4, mixed with approved water proofing chemical as specified by manufacturer and all joints pointed neatly in cement mortar 1:4 mixed with 2% integral water proofing compound and red oxide powder, etc., complete all as per specifications and drawing. |
| 49 | Providing and inserting 12mm (± 2mm) dia Galvanized steel/ Aluminium injection nipple suitable to withstand high pressure grouting in honey comb area/weak/porous concrete including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing, making the hole dust free by blowing compressed air, sealing the sides of injection nipple with adhesive chemical of make MC Bauchemie (MC Fix-ST) or Bostik (Plug leak) or other approved make and allow it to cure, etc., all complete as directed by Engineer-In-Charge. |
| 50 | Providing and injecting Cement based injection grout using grouting admixture of make Sika (Intraplast N200) or Fosroc (Cebex 100) or other approved make in proportion as recommended by the manufacturer into cracks/honey-comb area of concrete by suitable injection gun/pump at required pressure including mixing of admixture with cement, injecting at specified pressure, cutting of nipples after curing, etc., all complete as directed by Engineer-In-Charge.Note:-The payment shall be made on the basis of actual weight of approved grout injected. |
| 51 | Repairs to internal/ external plastering over brick work/ concrete at all locations and all lifts using Polymer modified cement repair mortar including preparing the surface by hacking the surface for better adhesion, providing glass fibre mesh or chicken reinforcement, if any required, applying bond coat, filling/plastering with polymer modified repair mortar in layers using approved polymers, curing, cleaning of floor/windows thoroughly on completion of repair work etc., all complete as detailed below as per manufacturer specifications and as directed by the Engineer-in-Charge. a) Surface Preparation: Preparing the wall surface by chipping of unsound/ weak /loose plaster surface mortar with manual Chisel and/ or by mechanical means at all lifts including cutting/trimming of edges to provide firm vertical faces, making square shoulders of cavities, cleaning the exposed surface to make surface dust free, disposal of debris within 2 Km lead.b) Bond Coat: Applying SBR based bond coat of make MC Bauchemie (Naufufill-SBR) or FOSROC (Nitobond SBR) or FAB Chemical (Mixbond SBR) or Bostik (Boscocem 475) or Ultratech (Xtracrete). Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications.c) Application of repair mortar: Building up with polymer modified cement repair mortar of ratio 1:4 (1 part of cement : 4 parts of sand) and adding admixtures in recommended proportion of make MC Bauchemie (Naufufill-SBR) or FOSROC (Nitobond SBR) or FAB Chemical (Mixbond SBR) or Bostik (Boscocem 475) or Ultratech (Xtracrete). Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications (minimum 2% by wt. of cement shall be used). |
| 52 | 12mm average thickness - Plain plaster |
| 53 | 20mm average thickness - Plain plaster |
| 54 | Flush pointing on roof tiles by removing the damaged pointing over existing roof tiles, cleaning, removing any growth of vegetation, washing thoroughly, pointing the joints with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement including filling the gap with polymer modified mortars or other approved water proofing chemicals etc., all completed as per specification and as directed by the Engineer-in-charge. |
| 55 | Repairing and rectifying the minor repair works like wall cracks, floor cracks, spalling of mortar on sides of doors, windows, wall and door joints, including the cost of materials, T&P etc., all complete as directed by the Engineer-in-charge. |
| 56 | Providing and laying in position of Mortar Bund of size 50x40mm upto 1 mtr length in Cement Mortar 1:3 (1 Cement: 3 sand) at sill level of grill doors including dismantling the existing bund, disposing the debris, making exposed surfaces smooth with cement slurry, curing, etc., all complete as per specifications and as directed by Engineer -in-charge. |
| 57 | Providing and fixing of 50mm wide 16-18mm thick Granite stone of approved colour for door sill including edge nosing at both sides, fixing with epoxy adhesives at threshold of door, etc., all complete as per specifications and as directed by Engineer - In - charge. |
| 58 | Repairing to Kitchen Platform and Dadooing by providing and fixing 25 to 30mm thick one side polished Kota Stone slabs over a bed of 20mm thick bed mortar in CM 1:3 with sealing the joints of sink and corners with suitable metal paste including chipping the existing insitu mosaic platform/dadoo, preparation of surface with bed mortar, laying the cudappah stone to required slope and alignment, plastering the platform faces and dadoo top with CM 1:3, cleaning and wax polishing, white washing the plastered surface with two coats of shell lime to match existing surface, disposing the dismantled debris at suitable places shown at site within 2Km lead, etc., all complete as per specification and as directed by Engineer-in-charge. |
| 59 | Providing and fixing best quality Stainless Steel sink with Drain board of overall size 1040 x 510mm (Bowl depth 200mm) of make 'NIRALI / PRAYAG' or other approved equivalent make of 1mm thick Stainless Steel grade AISI-304 (18/8) as per IS-14283, including fixing over opening in RCC slab of platform or supplying and fixing CI bracket pair and placing the sink over the platform/bracket to correct line and level, basket type choke stop stainer, waste coupling with check nuts, providing flexible hose from waste coupling to Nahani trap or Waste line, finishing the platform surface with white cement or other approved grouting materials etc., all complete as per IS-14283 specifications and as directed by Engineer-in-charge. |
| 60 | Providing and fixing best quality Stainless Steel sink without Drain board of overall size 610 x 510mm (Bowl depth 200mm) of make 'NIRALI / PRAYAG' or other approved equivalent make of 1mm thick Stainless Steel grade AISI-304 (18/8) as per IS-14283, including fixing over opening in RCC slab of platform or supplying and fixing CI bracket pair and placing the sink over the platform/bracket to correct line and level, basket type choke stop stainer, waste coupling with check nuts, providing flexible hose from waste coupling to Nahani trap or Waste line, finishing the platform surface with white cement or other approved grouting materials etc., all complete as per IS-14283 specifications and as directed by Engineer-in-charge. |
| 61 | Labour charges for removing the unconditioned MS gate (Single leaf) from the existing Brick/RCC pillars without damaging the gate and refixing the same by welding/hold fasts the gate to the EP plate available in the Brick work/RCC pillars etc., all complete and as directed by the Engineer-in-charge. |
| 62 | 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 embedment's for fixing the steel works. ] |
| 63 | In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works |
| 64 | Labour charges for removing unconditioned existing MS grill door frame work in main doors at residential quarters (Single leaf) from the Brick work/RCC structures without damaging the grill door and refixing the same by providing and fixing 16mm dia 75mm long anchor bold to existing concrete structures with EP plate of size 150x50x6mm and including cost of EP plate with holes, welding, finishing to the existing surfaces etc., all complete and as directed by the Engineer-in-charge. |
| 65 | Providing, hoisting and fixing in position of following thickness of precast slabs in cement concrete 1 : 1.5 : 3 using hard broken stones of maximum size 20mm finished smooth of various sizes and patterns including necessary formwork and moulds, mechanical mixing, finishing the exposed surface, curing, fixing at all levels, grouting with CM / Cement grout wherever required, etc., all complete excluding cost of reinforcement which will be measured separately under relevant item as per specifications and as direction of the Engineer-in-charge. |
| 66 | Painting road side kerb wall with One coat of Acrylic water based Road marking paint conforming to IS 164 of make Asian paints (Apcotrack IS) or Berger (Guideline RM 164 Paint) or other approved equivalent make comprising of white and black colour strips and including preparation of surfaces, applying with brush in alternate strips, etc., all complete as per manufacturer specification and as directed by Engineer-in-charge. |
| 67 | Providing and laying factory made precast Kerb stone of M-20 grade cement concrete of size 125mm thick & 300mm depth with suitable interlocking arrangement, top chamfering of size 50x70 mm or as approved size including excavation, conveying, laying the precast kerb blocks in position to the required line, level and curvature, making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), jointing/ pointing the joints with cement mortar 1:3, refilling the sides, compacting, making drainage opening wherever required, etc., all complete as per specification and as directed. (Note: Length of finished Kerb edging shall be measured for payment and Precast kerb stone shall be approved by Engineer-in-charge). |
| 68 | Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required, etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Note: Old kerb stones shall be supplied by the department at free of cost) |
| 69 | Repairs to the wall and ceiling cracks by cutting 'V' shaped grooves and filling with crack seal compound of make Asian (Smart care crack seal) or other approved crack seal compounds including cleaning the grooves treat the crack with primer, apply two coats of crack seal using spatulla or putty knife, finishing the surface, etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 70 | Repairs over the spalling on concrete members by chipping and removing the damaged portion and plastering with CM 1:3 including cleaning the surfaces, applying rust converter of approved quality, filling the damaged portion with cement concrete wherever required, applying necessary approved quality bonding chemicals, finishing the surface in layers, curing, white washing two coats, disposing the debris within 2Kms lead etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 71 | Providing and laying 60mm thick factory made chamfered edge prefabricated cement concrete interlocking 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, leveling 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. |
| 72 | Laying of retrieved cement concrete interlocking paver blocks of any design / shape laid in required line, level, curvature, colour and pattern including taking out existing CC interlocking paver blocks from footpath/ central verge, removal of rubbish, disposal of unserviceable material within 50 mtrs lead, providing 50mm thick compact bed of sand, leveling and compacting the bed, relaying the retrieved paver blocks over compacted bed of sand, filling the joints with fine sand etc., all complete as directed by Engineer-In-Charge. |
| 73 | Providing Terracotta Painting over Honey comb wall / Roof tiles / facia tiles at all heights with one coat of Acrylic Emulsion paint of make Asian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat) or other approved equivalent make of approved shade and colour including cleaning, preparation of surfaces by scrubbing / cleaning the fungus / stains, cleaning with water, filling the cracks with approved crack filler, curing, scaffolding etc., all complete as per specifications. (Note:- The samples should be got approved by the EIC before placing.) |
| 74 | Painting all internal faces of walls / plastered surfaces with one coat of Acrylic Emulsion paint of make Asian (Tractor) / Berger (Bison) or other approved equivalent make of approved shade including preparation of surfaces, applying filler / putty wherever required, cost of all materials, labour, scaffolding, removing nails, brooming down the surfaces for removing cobwebs, smoke dirt, etc., filling the holes, cracks, crevices with Snowfilla or other suitable filler materials, covering the furniture by suitable covering materials, cleaning / removal of splashing and dropping from floors, doors & windows, electrical fixtures, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note:- The sample shall be got approved by the EIC before making bulk order.) |
| 75 | Providing Painting over all exposed surfaces at all heights over rough cast plaster/plain plaster with One Coat of premium exterior emulsion paint of make Asian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat) or other approved equivalent make including preparation of surfaces, removing stains, cleaning with water, applying putty wherever required, curing, scaffolding etc., all complete as per specifications. |
| 76 | Painting over Plain Plaster at all lifts. |
| 77 | Painting over Roughcast Plaster at all lifts. |
| 78 | Painting the existing doors, windows, grills, pipe line, etc., with one coat of synthetic enamel paint of approved make and brand, shade and colour including cost of all materials, labour, tools and plants, scaffolding, smooth, all lifts / height with safety measures, etc., complete all as per specification and as directed by Engineer-in-charge. (Note: The samples shall be got approved by the Engineer - In - Charge before placing.) |
| 79 | Providing and laying High performance acrylic elastomeric water proofing treatment system including preparation of surface by cleaning the surface by washing thoroughly by mechanical and manual means, making surface free from dirt/oil/other materials, removal of loose/ cracked mortar joints of weathering tiles, filling the cracks using approved crack fillers, filling/injection/ grouting the cracks/joints where ever required with polymer modified cement mortar using admixtures, loose tiles shall be fixed firmly, applying bond coat, applying second coat of two component highly flexible cementious water proofing coat, applying third and fourth coat of high performance acrylic elastomeric coating, leak test, etc., all complete as per specifications and as directed by the Engineer-in-Charge.Note:-i) Cost for fixing new tiles if any required will be paid for separately under relevant item. ii) Cost for grouting the cracks if any required will be paid for separately under relevant item. iii) The treatment should be done by an agency specialized in the job having sufficient knowledge of waterproofing treatment. iv) 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. v) 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. vi) 50% (Fifty percent) of security deposit will be retained as performance security for the guarantee period and the same will be released after successful completion of the guarantee period i.e., after five years to be reckoned from the date after the maintenance period prescribed in the contract. |
| 80 | Chipping of unsound/weak reinforced cement concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type of approved make at all lifts including tapering of all edges, making square shoulders of cavities, cleaning the exposed concrete surface and reinforcement with wire brushes, disposal of debris within 2 Km lead, etc., all complete as directed by Engineer-In-Charge. |
| 81 | 25mm average thickness |
| 82 | 50 mm average thickness |
| 83 | Providing anti corrosive treatment to steel reinforcement by removing the rust from corroded reinforcement and applying anti-corrosive chemicals as details below including cleaning of reinforcement from rust to give it a total rust free steel surface by using alkaline chemical rust remover with paint brush, removing loose particles after 24 hours of its application with wire brush, thoroughly washing with water and allowing it to dry, applying anticorrosive coating, etc., all complete as per manufacturer specification and as directed by Engineer-In-Charge.a) Rust removal: - Removing the loose rusted particle thoroughly from the corroded reinforcement by light tapping, wire brushing and using emery paper. Applying rust converter of make Dominator plus or Bostik (Bostokleen) or FAB Chemical (Mixcoat RP). b) Anticorrosive coating:- Application of anticorrosive coating (corrosion inhibitor) of make MC Bauchemie (Zentrifix KMH) or FAB Chemical (Mixcoat ZR) or Bostik (Bostik ZRP) or Ultratech (Bindcrete). Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications. |
| 84 | Bars upto 12 mm diameter |
| 85 | Bars above 12 mm diameter |
| 86 | Chipping the RCC alround the steel reinforcement with average 25mm gap (but not less than 15mm clear air gap) included chipping the concrete with sharp tools, without damaging the reinforcement, cleaning the concrete surface as well as reinforcement to facilitate application of anti corrosive treatment etc., all complete as directed by Engineer - In - Charge. |
| 87 | Bars upto 12 mm diameter |
| 88 | Bars above 12 mm diameter |
| 89 | Repairs to damaged RCC structural members at all locations and all lifts using SBR Polymer modified plain/ reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness including preparing the dismantled concrete surface by hacking the surface for better adhesion, treating the exposed steel reinforcement using approved chemicals, providing additional reinforcement, if any required, applying bond coat, filling/plastering with polymer modified concrete repair mortar in layers using approved polymers, curing, cleaning of floor/windows thoroughly on completion of repair work etc., all complete as per specifications and as directed by the Engineer-in-Charge. (Note:- Cost of additional reinforcement, shear keys, form work and anticorrosive treatment will be paid for separately under relevant item) |
| 90 | 20mm average thickness |
| 91 | 40mm average thickness |
| 92 | Providing and laying Polymer modified self compacting micro concrete jacket for the structural members e.g. columns, pillars, piers, beams etc at all locations and all lifts using self compacting micro concrete of make Ultratech (Microcrete) or FAB Chemicals (Mixbuild MC) or BASF (MasterEmacoS346) or CERA (Microconcrete) having minimum characteristic compressive strength including preparing the dismantled concrete surface by hacking the surface for better adhesion, treating the exposed steel reinforcement using approved chemicals, providing additional reinforcement, if any required, applying bond coat, providing form work, preparation of micro concrete, adding coarse aggregate if required, filling with self compacting micro concrete in layers, curing, etc., all complete as detailed below as per manufacturer specifications and as directed by the Engineer-in-Charge. Note:- 1) Cost of additional reinforcement, shear keys, form work and anticorrosive treatment will be paid for separately under relevant item.2) Payment will be made for actual consumption of dry micro concrete.3) Payment will be made after proper wet curing and satisfactorily evaluating the surface by sounding /tapping with a blunt metal instrument. |
| 93 | Supplying laying and jointing of RCC hume pipes with collars of class NP-2 as per IS specifications including aligning to proper level and line as directed at site, jointing with Cement Mortar 1:2, curing,etc., complete as per specification. |
| 94 | 100mm dia. RCC hume pipe with collars. |
| 95 | 150mm dia. RCC hume pipe with collars. |
| 96 | 300mm dia. RCC hume pipes with collars. |
| 97 | Dismantling, clearing away and disposing of waste materials at the places as shown within a lead of 100 metres including carefully stacking the materials useful for reuse, etc., all complete as per specification. |
| 98 | RR masonry in CM |
| 99 | Brick masonry in CM |
| 100 | Plain Cement Concrete / Brick bat coba / Weather proof works |
| 101 | Reinforced Cement Concrete |
| 102 | Dismantling the Tile flooring / Dadoo upto 25mm thick |
| 103 | Dismantling the pressed flat tile flooring / Dadoo 25mm to 40mm thick. |
| 104 | Dismantling/chipping of old plastering / skirting Government of IndiaDepartment of Atomic EnergyGeneral Services OrganizationCivil Engineering Group TENDER DOCUMENT FOR Masonry Repairs & Maintenance works in Residential and Non - Residential buildings in DAE Township at Anupuram during the year 2026-2027. Tender No: GSO/CTC/CEG/388/2026 Part – II : Financial Bid (Section - VIII) INDEX S/No. Title Page No. |
| 105 | GENERAL INFORMATION FOR GUIDANCE OF TENDERERS |
| 106 | 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. |
| 107 | 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. |
| 108 | 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. |
| 109 | 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. |
| 110 | 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. |
| 111 | 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 |
| 112 | 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. |
| 113 | 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. |
| 114 | The cement shall be brought at site in bulk supply of approximately 50 tonnes or as decided by the Engineer-in-charge. |
| 115 | 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. |
| 116 | The contractor shall supply free of charge the cement required for testing. The cost of tests shall be borne by the contractor. |
| 117 | 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. |
| 118 | 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 |
| 119 | The contractor shall procure only TMT bars of Fe500 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. |
| 120 | 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. |
| 121 | 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. |
| 122 | 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 |
| 123 | The contractor shall supply free of charge the steel required for testing. The cost of tests shall be borne by the contractor. |
| 124 | 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. |
| 125 | Steel brought to site and steel remaining unused shall not be removed from site without the written permission of the Engineer-in-charge. General Notes of AMC for Masonry Works: |
| 126 | Tenderers are advised to visit the site of work with prior permission from Engineer-in-charge/Authorized representative to acquaint themselves with the nature and location of work before quoting the tender. |
| 127 | The work is to be carried out in residential buildings with least disturbance. |
| 128 | The contractor should arrange the labour pass for their labourers before commencement of work. |
| 129 | The Contractor shall be responsible for all the risk & cost of their labour and they should possess valid insurance policy for the entire contract period and also they have to submit the copy of insurance to the department before commencement of work. |
| 130 | The Contractor should provide safety belt, helmet and other safety gadget for labourers working above 1.5 m height of building. |
| 131 | Safety of the staff employed will be the responsibility of the contractor. Department will not be responsible for any mishap, injury/accident or death of the labours engaged by the contractor. No. claim in this regard shall be entertained/ accepted by the department. The contractor shall be responsible for all damages and accidents due to negligence on his part. |
| 132 | The Contractor shall arrange to provide the service on Saturday, Sunday and other holidays, in case of emergency as and when required by the Engineer-in-charge, as well as for curing purpose if necessary, failing which, penal recovery shall be made and decision of Engineer-in-charge will be final. |
| 133 | The contractor shall engage required mason /mazdoor and adequate material to be maintained on day by day/ regular basis. |
| 134 | The Contractor shall be assigned to attend the complaints on weekly basis for normal complaints and on daily basis for emergency / urgent complaints thro complaint registers / on telephones / verbal instruction from Engineer-In-Charge. In all cases, the contractor shall attend the complaints based on its priority and penal recovery will be made for delay / failure in completing the complaints as detailed below:- Priority Nature of complaint Duration to complete / attend the complaint Penal recovery Remarks I Emergency / Urgent complaints 1 day 200/- per day Decision of Engineer-In-Charge shall be final for deciding the priority of job. Normal Complaints II Minor complaints relating to internal repair works 3 days 50/- per day III Major complaints relating to external complaints such as compound wall, footpath, roof leak, etc., 7 days 100/- per day |
| 135 | The contractor shall provide daily/ weekly report stating the nature of complaints received, attended, balance complaints, etc., to the Engineer-in-charge or his authorized representative on daily/ weekly in the approved format. |
| 136 | The Contractor shall provide and maintain triplicate book for receiving the job complaint order from Engineer-In-Charge in the approved format. |
| 137 | No debris shall be left over during the repair works under each item on any day. An area for 'Debris bins' will be identified on the request of contractor for collection of debris generated on day to day basis. The Debris from debris bin shall be cleared by the contractor every month. The contractor should maintain adequate number of wheel barrows all the time for shifting the debris to Debris bin. |
| 138 | Penal recovery of Rs. 500/- per Cu.m will be imposed for non-clearing of debris and the decision of Engineer-in-charge will be final. |
| 139 | Most of the minor complaints related to internal repair works have to be carried in the quarters occupied by the residents. If the quarter where the complaints received is in door locked condition and the residents are not available at the time of visiting, then the door lock intimation slip shall be pasted on the main door or at visible area at the entrance to intimate the maintenance team attendance. 15) General Code of conduct to the Contract Personnel * All contract staff should wear ID Card signed by GSO Officials and it should be kept visibly seen. * Contractor should provide uniform / fluorescent visi wears bearing contractor logo to all labours engaged by them for proper identification. * When entering the house for attending complaints, they should get the permission of occupants, informing the nature of complaints entered in the complaint register. * While attending complaints, the contract personnel shall insist the occupant to be available nearby. * The contract personnel are requested to talk politely, gently in soft tones to the occupants and in particular while talking to lady members. * After attending complaints, the contract personnel should get the grading sheet filled up with marks and get the signature of the occupants. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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