Tender For Retrofitting And Miscellaneous Civil Works In Around Pump Houses At Igcar, Kalpakkam.
Tender Value
23.76 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
9 days left
EMD
47520
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 Retrofitting And Miscellaneous Civil Works In Around Pump Houses At Igcar, Kalpakkam.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and fixing double Tubular scaffolding system using H-Frames / APS system or (cup lock type) on the exterior side made with 40mm dia M.S. tube 1.5m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in-Charge. Note : 1. The elevation area of the scaffolding shall be measured for payment purposes. 2. The payment shall be made once irrespective of duration of scaffolding. 3. The scaffolding system drawing shall be got approved by Engineer-in-Charge. 4. The contractor has to observe all safety procedure while working on heights as per I.S. 3696 (Part-I) (Safety Code for scaffolds). 5. Screen of suitable material shall be provided to the full height of scaffolding and securely tied to protect falling objects coming out during the work is in progress. 6. Necessary aluminium / M.S. ladder shall be provided at the cost of the contractor, to the full height of scaffolding at required location around the building to enable Departmental Supervisor/Engineer climb up and closely watch the repair work of the building. |
| 2 | Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. |
| 3 | Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge. |
| 4 | Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge. |
| 5 | Earthwork excavation by mechanical means (Hydraulic excavator) for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge. |
| 6 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. |
| 7 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-in-Charge for the following. |
| 8 | Upto 25mm average thickness |
| 9 | Above 25mm and upto 50mm average thickness |
| 10 | Providing and laying plain cement concrete 1:4:8 using 20mm maximum size graded aggregates and crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. |
| 11 | Providing plastering mixed with SBR polymer at all elevations 20mm thick in two coats (each layer not exceeding 10mm thick) in polymer modified cement mortar 1:5 using crushed stone sand, with SBR polymer admixed in proportion @ 2 percent weight of cement (75mm size cube crushing strength at the end of 28-day to be not less than 20 N/sq.mm.) including hacking of concrete surfaces with pointed tool wherever necessary, scaffolding, finishing, curing, cost of polymer, forming grooves wherever necessary, trowelling with wooden tools all as per specifications and as directed by the Engineer-in-Charge. Note : 1. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by Department Engineers. 2. Preferred make of SBR from ‘Cera latex SBR / Fosroc Nito Bond SBR / Sikalatex SBR’ or approved equivalent |
| 12 | Cleaning of reinforcement from rust from the reinforcing bars of following diameter to give it a total rust free steel surface by providing and using chemical rust remover of ‘Cera Rust remover/Fosroc Reebaklens RR/Sika Rustoff-100 or approved equivalent make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-in-Charge. |
| 13 | Bars upto 12mm diameter |
| 14 | Bars above 12mm diameter |
| 15 | Chipping the RCC around the steel reinforcement with average 25mm gap (but not less tha 15mm clear air gap) including chipping the concrete with sharp tools without damaging the reinforcement, cleaning the reinforcement to facilitate application of rust remover/anti corrosive treatment etc. for below mentioned steel reinforcement all complete as directed by the Engineer-in-Charge. |
| 16 | Bars upto 12mm diameter |
| 17 | Bars above 12mm diameter |
| 18 | Providing and applying two coats of Anti Corrosive Protection paint (Epoxy Zinc rich primer) of ‘Cera Zinc ZR / Fosroc Nitozinc Primer / Sika FerroGard-950 IN‘ or approved equivalent make over reinforcement of below mentioned diameter complete all as per manufacturers specification and all as directed by the Engineer-in-Charge. |
| 19 | Steel reinforcement bars upto 12mm diameter |
| 20 | Steel reinforcement bars above 12mm diameter |
| 21 | Providing, mixing and applying epoxy resin based bonding agent coat of ‘Cera Bond EP / Fosroc Nito Bond EP/ Sikadur-32 IN’ or approved equivalent on chipped portion of concrete/prepared concrete surface, including labour, tools etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 22 | Providing and placing in position Micro-concrete of below mentioned grade Cera Micro concrete or Fosroc Renderoc RG or SikaRep Microcrete-4 or approved equivalent make, which shall be cement based prepacked single component, chloridefree, non shrink, freeflow, self compacting, ready to use after mixing water in specified proportion obtained from approved manufacturer for used in members as directed, all as per specification and directions of Engineer-in-Charge. (Payment under his item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding /tapping with a blunt metal instrument) |
| 23 | Micro concrete of M65 grade |
| 24 | Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement at all levels TMT bars of Fe500D grade steel conforming to IS:1786 SAIL or VIZAG or approved equivalent make and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by the Engineer-in-charge at all lifts. Note: The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see point 7 of Section VIII, General Information for Guidance of Tenderers. |
| 25 | Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment’s/pipe and sleeves/penetration etc. using MS angles, channels, I-sections, plates, tees, flats, rounds, sag rod, square sections etc. including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / synthetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge. Note: Lifting device arrangements if any required also arranged by the contractor at his own cost. |
| 26 | Providing plastering to the internal surfaces of brickwork/concrete at all elevations/levels in cement mortar 1:5 using crushed stone sand, 12mm thick 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. |
| 27 | Providing plastering to the external surfaces of brickwork/concrete at all elevations/levels in cement mortar 1:5 using crushed stone sand, 20mm thick in two coats including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications. |
| 28 | Providing Rough cast plastering 20mm thick at all elevations and levels consisting of 8mm thick rough cast in cement mortar 1:3 using 6mm to 10mm size hard granite stone, over a bed of 12mm thick cement mortar 1:5 using crushed stone sand for external faces, including scaffolding, curing, providing grooves wherever required complete all as per specification & drawings and as directed by Engineer-in-charge. |
| 29 | Providing and applying painting Two coats at all levels with premium Plastic emulsion paint of (Asian or Equivalent approved brand, colour and manufacturer) to give an even shade including preparation of the surfaces, applying putty (putty for touch up to fill up crevices, mild depression etc.), scaffolding complete all as per specifications and as directed by the Engineer-in-Charge. |
| 30 | Providing and applying a Anti-Carbonation coating to the external wall surfaces (Rough cast / Plain surfaces) at all locations and at all elevations including removing existing emulsion or any coat, preparing the surface, providing and applying a single component acrylic polymer based protective coating ‘Cera Infraguard – WA / Fosroc Dekguard E2000 / Sikagard 550 W IN or approved equivalent of a minimum of 2 coats over a primer coat with Cera Infraguard – WA primer / Fosroc Dekguard WB primer / Sikagard-552 IN Primer W’ or approved equivalent and cost of all materials, labour, tools, tackles, equipment’s, transport etc. complete all as directed by Engineer-in-charge and as per the specifications. The total dry film thickness of both coats excluding primary coat should be minimum of 200 microns. Note: 1) Scaffolding work will be paid in separate item. 2) The contractor shall arrange the suitable safety arrangements for executing the work at his own cost as directed by the Engineer-in-Charge. |
| 31 | Providing and laying screed with cement concrete 1:2:4, 60mm average thickness using 10mm and below hard broken stone jelly and providing G.I Mesh in 14 gauge (one layer), placed at roof of buildings at all level including consolidating, curing, rubbing the surface smooth etc., complete all as per specification and as directed by Engineer-in-Charge. |
| 32 | 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 detailed below as per manufacturer specifications and as directed by the Engineer-in-Charge. i) Crack Treatment: Making V groove (upto 6mm depth and 6 mm width) along the surface cracks, cleaning the surface by sprinkling water to remove all the loose particles, dust and filling the cracks with Polymer modified cementitious crack sealer from ‘Renderoc CS of Fosroc / Mixbuild GP of FAB Chemical / Ceragrout 40 of CERA CHEM / Crack fill of Bostik Crack fill Bostik or other approved equivalent’, Mixing ratio, consumption and application procedure shall be as per manufacturer specifications ii) Bond Coat (1st Coat): Applying Base primer bond coat with ‘Mix Bond SBR of FAB chemical / Cera Latex SBR of CERA CHEM / Boscocem 475 of Bostik or other approved equivalent’ over the existing surface. Mixing ratio, consumption and application procedure shall be as per manufacturer specifications. iii) Glass Fibre Mesh: Laying the Glass Fibre mesh of 45-50 GSM of ‘Mixmat GFM 50 of FAB chemical / GEOTEXTILE 50GSM or other approved equivalent’ over the above bond coat is still green. Overlaps of joints of fibre cloth should not be less than 100mm or as per manufacturer specifications. iv) Highly flexible cementious water proofing coat (2nd Coat): Applying 2 component waterproofing coating of ‘Mixguard AC of FAB Chemical / Ceralastic of CERA CHEM / Boscolastic of Bostik / Brushbond RFX of Fosroc or other approved equivalent’, Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications. v) Highly performance acrylic elastomeric water proofing coat (3rd and 4th Coat): Applying seal coat and top coat using acrylic elastomeric waterproofing coating ‘Mixtex Super of FAB Chemical / Nitoproof 600 PF of Fosroc / Ceraflex of CERA CHEM / Elastocoat of Bostik or other approved equivalent’ Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications. |
| 33 | Conveying the surplus excavated earth & debris, boulders and spoil by mechanical means and depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, levelling all complete as per specification 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. |
| 34 | Lead charges for lead Exceeding 4 kilometre but not exceeding 5 kilometre |
| 35 | Providing rigid and water tight centering and shuttering at all levels, using best quality plywood/wood/steel forms and centering with steel props, acro tubes etc., including strutting, propping, bracing, staging, necessary bracings in all axes to give a stable assembly etc., complete for all RCC items fixed in position as required including all materials, labour, careful removal of form work after the concrete attains the sufficient strength to self-support itself without cracking and distortion etc., complete all as per specifications In Horizontal / Vertical/ slanting surfaces for Columns, pillars, piers, struts, mullions, and all other required members all directed by the Engineer-in-Charge. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. |
| 36 | Supplying and fixing in position of Alkali resistance Glass fibre mesh (4-5mm square aperture with 145gsm) over the joints of RCC and Brick work and other required surfaces with cement paste before plastering or further surface treatment including cost of cement paste, overlapping etc. complete all as directed by the Engineer-in-Charge. |
| 37 | Cutting and Felling all types of trees including cutting of trunks, branches and removing the roots and stacking of serviceable wood materials at places specified with a lead of 200m, disposal of unserviceable materials including filling the pits and depressions with excavated earth complete for trees of girth mentioned below complete all as directed by the Engineer-in-Charge. |
| 38 | Girth beyond 30cm, upto and including 60cm, measured at 0.5m above ground level |
| 39 | Providing repair work to the cracks in joints between plastered wall to column/beam junctions and other required locations and at all elevations upto 20 to 30mm deep and below mentioned width including preparing the surface, applying polymer bonding agent, cost of all materials, labour, tools, tackles, equipment’s, transport etc. complete all as directed by Engineer-in-Charge and as per the specifications. a) Surface preparation: Chipping and removing the existing plastered wall surfaces to the required depth and surface preparation such as removing the loose materials, dust and other laitance with wire brush and coir brush, etc. complete. b) Bonding coat on surface: Providing and applying a coat of epoxy resin based bonding agent of ‘Cera Bond EP / Fosroc Nito Bond EP/ Sikadur-32 IN’ or approved equivalent to the cleaned and prepared concrete surface prior to applying of polymer modified mortar. c) Polymer modified mortar : Applying polymer modified mortar 1:3 (1 cement : 3 crushed stone sand) admixed with ‘Cera latex SBR / Fosroc Nito Bond SBR / Sikalatex SBR or approved equivalent’ at 6% weight of cement (or as per manufacturer recommendation) for a thickness of 20mm to 30mm by mechanically or manually and neatly finished as instructed over the prepared surface. Note: 1) Scaffolding will be paid in separately in the relevant item. 2) The contractor shall arrange the suitable safety arrangements for executing the work at his own cost as directed by the Engineer-in-Charge. |
| 40 | Above 50mm and upto 100mm wide |
| 41 | Providing and injecting polyurethane based injection resin grout ‘Cera Inject SS/Fosroc Nitofill WS60/ Sika Injection-201 IN’ at all levels in proportion recommended by the manufacturer into cracks, honey-comb area, arresting roof leaks, low roof leakages, underground sump leaks and other required members by suitable gun/pump at required pressure including cutting of nipples after curing, all machinery , tools, manpower, necessary scaffoldings etc. complete all as directed by the Engineer-in-Charge. Note: The consumption of grout material measured for bill is the actual quantity of intake during grouting. Wastages during grouting process and other wastages are not considered for measurement. |
| 42 | Cutting and removing the existing steel structures/members of steel structures safely without disturbing/cutting the other members and stacking at department specified location including necessary machineries, tools, consumables and labour charges as directed by the Engineer-in-Charge. Prior approval should be obtained from Engineer-in-Charge for the method of cutting/removing. |
| 43 | Providing and fixing FRP Molded Grating with Anti slip Gritted surface of mesh size is 38x38mm C/c, Rib thickness is 7/5mm and Height is 38mm as per design to match the colour / shade including all materials, labour, complete all as per drawings, specifications and as directed by the Engineer-in-Charge. |
| 44 | Making jointing the structural steel materials at a height of 0-5m like beam, channel, angles, shaft, flat etc. by fillet / Butt welding 6mm thick as suitable using SMAW process with E7018 electrode of approved make, liquid penetrant(LP) examination of root and final weld pass including grinding the existing painted, rusted surface to enable perfect welding as directed by the Engineer-in-Charge. |
| 45 | Making jointing the structural steel materials at a height of 6-10m like beam, channel, angles, shaft, flat etc. by fillet / Butt welding 6mm thick as suitable using SMAW process with E7018 electrode of approved make, liquid penetrant(LP) examination of root and final weld pass including grinding the existing painted, rusted surface to enable perfect welding as directed by the Engineer-in-Charge. |
| 46 | Making jointing the structural steel materials at a height of 11-15m like beam, channel, angles, shaft, flat etc. by fillet / Butt welding 6mm thick as suitable using SMAW process with E7018 electrode of approved make, liquid penetrant(LP) examination of root and final weld pass including grinding the existing painted, rusted surface to enable perfect welding as directed by the Engineer-in-Charge. |
| 47 | Puffing and removing the existing paint coats and corroded parts on structural members to enable welding with new members and to apply paint at a height of 0-5m etc. complete including cost of machineries, tools, consumables and required number of skilled and unskilled labourers etc., complete all as directed by Engineer-in-Charge. Note: Contractor is hereby advised to ensured that the necessary safety precautionary measures are to be taken. |
| 48 | Puffing and removing the existing paint coats and corroded parts on structural members to enable welding with new members and to apply paint at a height of 6-10m etc. complete including cost of machineries, tools, consumables and required number of skilled and unskilled labourers etc., complete all as directed by Engineer-in-Charge. Note: Contractor is hereby advised to ensured that the necessary safety precautionary measures are to be taken. |
| 49 | Puffing and removing the existing paint coats and corroded parts on structural members to enable welding with new members and to apply paint at a height of 11-15m etc. complete including cost of machineries, tools, consumables and required number of skilled and unskilled labourers etc., complete all as directed by Engineer-in-Charge. Note: Contractor is hereby advised to ensured that the necessary safety precautionary measures are to be taken. |
| 50 | Providing and applying painting at all levels on the structural steel members like beam, channel, angle and flat of Asian or other approved equivalent brand, colour etc., at all levels on the prepared surfaces complete all as per specifications and as directed by the Engineer-in-Charge. The coats are as follows a) Epoxy primer – 2 coats [Before and after erection] b) Micaceous iron oxide – 1 coat. c) Chlorinated rubber based paint – 2 coats [Finish paint] |
| 51 | Providing and constructing brick masonry at all lifts using well burnt stock bricks / Flyash bricks in cement mortar 1:6 using crushed stone sand including suitable scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following |
| 52 | Upto FFL |
| 53 | Providing and constructing at all floors and lifts 115mm thick brick work in cement mortar 1:4 using well burnt stock bricks including providing and placing in position 2 nos of 8mm dia rods at every 4th layer, scaffolding, curing, racking out the joint on both faces etc. complete all as per specification and as directed by the Engineer-in-Charge. |
| 54 | Above FFL to Five floor level [Each floor height 3.75m] |
| 55 | Providing and applying painting Two coats at all levels Acrylic emulsion paint (ACE or Equivalent approved brand, colour and manufacturer) to give an even shade including preparation of the surfaces, applying putty (putty for touch up to fill up crevices, mild depression etc.), scaffolding complete all as per specifications and as directed by the Engineer-in-Charge. |
| 56 | Filling with selected excavated earth available at site upto a lead of 200m, filling in layer of not more than 150mm thickness, each layer well rammed and consolidated by hand/earth rammer including excavation of dumped earth, hire charges of rammer, water consolidation, levelling to proper gradient, dressing the top surface to the required level, complying with specification and all as directed by the Engineer-in-Charge. |
| 57 | Supplying and injecting with approved quality chemical emulsion at the rate 1:29 ratio (1 part of chemical and 29 parts of water) and concentrations as per IS 6313-2001 Part II for preconstructional anti termite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all complete as per specification / IS 6313:2001 and direction of Engineer-in-charge. Only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 6 (six) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee. |
| 58 | Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast fence post, in reinforced cement concrete of 1:1.5:3, using 20mm and below machine crushed graded stone aggregate 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. |
| 59 | Providing and fixing anodized aluminium (Anodised transparent or dyed to required shade according to IS:1868 Minimum Anodic coating of grade AC 15) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z Sections and other sections of approved make confirming to IS:733 and IS:1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and and directions of Engineer-in-charge including making provision for fixing of fittings wherever required. (fittings, Glazing and panelling shall be paid for separately) Note : 1) The rates for aluminium is inclusive of all fasteners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints. 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for. |
| 60 | Providing and applying painting Two coats on wood work and other required internal surface at all levels with Synthetic enamel paint (Asian or approved brand, colour and manufacturer) to give an even shade including one under coat of suitable primer, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge. |
| 61 | Providing and fixing PVC coated G.I. Chain link fencing conforming to IS:2721 of required width in mesh size 50mm x 50mm, made of G.I wire minimum 3.15 mm diameter (with minimum GI coating thickness of 95GSM) and over with minimum PVC coating thickness of 1mm (i.e., overall minimum dia 3.15+1.0 = 4.15mm) including strengthening the fencing at top and bottom with PVC coated G.I.line wire (3 mm dia G.I wire with 1mm pvc coating, i.e., overall minimum dia 3.00+1.0 = 4.00mm) diameter, total 3-nos row (at top, bottom, middle - 3 nos) for fencing, cutting of chain link & wires to required length, spreading, fixing & double tie binding chain link to fencing post with 18 gauge SS wire, GI bolt, GI nut & 4mm thick GI square washers (as specified or 75x75x4mm) including cost of G.I.line wire, GI bolts, GI nuts & GI washers as specified, working at all heights, necessary scaffolding and safety requirement etc., complete in all respects all as per specifications & directed by the Engineer-in-Charge. |
| 62 | Providing and fixing roofing sheet, cladding with 0.47mm thick colour coated concelled system profile corrugated/semi corrugated/plain zincalume sheets of 55mpa yield stress (AS 1397 – Zincalume AZ 150) with coating class AS/NZS 2728 (minimum 150 grams per relevant standard) having a total coating thickness of 35 micron. The sheet should be rolled over specially designed concealed fixing clip manufactured from hi-tensile Aluminium Zinc alloy Zincalumen steel based and galvanized hooks. The clip should be fastened with minimum 40micron Zinc coated / minium 25micron Zinc-Tin alloy coated. The rate is inclusive of all fixtures required for fixing the side roof, cladding on all sides, ridges etc. complete all as per specification and as directed by the Engineer-in-Charge. |
| 63 | Supplying and filling the foundation and basement with crushed stone sand, filling in layers of not more than 150mm thick, each layer well rammed and consolidated by hand/mechanical roller including watering, levelling, dressing the top surface to the required level complete all as per specification and as directed by the Engineer-in-Charge. |
| 64 | Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine crushed graded stone aggregates and crushed stone sand including weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. |
| 65 | M30 grade with 370 kg. of cement per cu.m. of concrete upto five floors (Each floor height 3.75m) |
| 66 | Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping, etc., with necessary bracings in all axes to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixture, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted. |
| 67 | From FFL to (+) 15.0m Lvl |
| 68 | Providing and fixing glazing 5mm thick tinted colour Float glass pane in aluminium doors, window, ventilator shutters and partitions etc with Neoprene gasket including cost of neoprene gasket complete as per the drawings and directions of the Engineer-in-Charge. |
| 69 | Supplying and fixing of FRP manhole frame and cover as below mentioned size and capacity for the inspection chamber, valve chamber, water tank and other required location including transportation, making necessary holes for fixing, fixing at position with levels and alignment, cement mortar 1:3 to packing and finishing, etc. complete all as per specification and instruction of the Engineer-in-Charge. Note: FRP items shall be UV stabilised. |
| 70 | 300 x 300mm size with load carrying capacity of 2.5 tonnes |
| 71 | 600 x 600mm size with load carrying capacity of 2.5 tonnes |
| 72 | 600 x 900mm size with load carrying capacity of 2.5 tonnes |
| 73 | Removing existing False ceiling at all levels including disposing, cleaning and depositing the debris with in a distance of 1000 metres etc. complete all as directed by the Engineer-in-Charge |
| 74 | Dismantling old plaster or skirting raking out joints without disturbing structure and cleaning the surface for plaster at all levels including disposal of rubbish to the dumping ground within 50 metres lead all as per specifications and directed by the Engineer-in-charge. Overall rebate (Optional) INR Zero Only Please Enable Macros to View BoQ information Government of India Department of Atomic Energy Indira Gandhi Centre for Atomic Research CIVIL ENGINEERING GROUP Name of work : Retrofitting and Miscellaneous Civil works in around pump houses at IGCAR, Kalpakkam. Tender No. : CEG/IGC/2200/2026 INDEX Section Title Page No. VIII Instructions to contractors 2 - 4 Schedule of Quantities 1 - 18 Section VIII I. GENERAL INFORMATION FOR GUIDANCE OF TENDERERS |
| 75 | 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. |
| 76 | 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. |
| 77 | 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. |
| 78 | 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. |
| 79 | 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. |
| 80 | The contractor shall be responsible for supply of cement and procure OPC cement conforming to IS 269 (Latest edition) 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. Secured advances on cement up to 75% of purchase 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. The secured advance on cement shall be regulated as per Clause 10B of conditions of contract. Prior approval to be obtained from the Engineer for the quantities proposed to be purchased. |
| 81 | Regarding supply of STEEL the contractor shall procure only TMT barsof Fe – 500D Grade conforming to IS – 1786 (Latest edition) from main producers as approved by the Ministry of Steel like M/s SAIL, M/s ISPHAT Nigam Limited, M/s VIZAG Steel & M/s TISCON with a test certificate, and use it on works after getting approval from department Engineer or tested in department laboratory. In case of non-availability from aforesaid manufacturers, reinforcing steel of other makes manufactured from ingots alone will be permitted with the prior approval of Engineer-in-charge. Sample shall be tested for all the required parameter as specified in the BIS before bulk purchase. |
| 82 | Contractor shall make his own arrangements for construction water supply to carryout this work. |
| 83 | Compensation for escalation in the prices of materials and labour when due is permissible as per provisions in Clause 10CC of conditions of contract. |
| 84 | If contractors need any clarification they are required to contact the Chief Engineer, Civil Engineering Group, Indira Gandhi Centre for Atomic Research, Central Design Office, Kalpakkam 603 102, Kancheepuram District, Tamilnadu. (Telephone STD Code: 044 – 27480306) II. CONDITIONS FOR CEMENT : |
| 85 | The contractor shall procure OPC cement conforming to IS 269 (Latest edition), as required in the work, from reputed manufacturers of cement, such as M/s. Ultratech Cements, M/s. Zuari Cements, M/s. Coromandel, M/s. Penna, M/s. Priya Cements, M/s. Chettinadu Cement,M/s. Dalmia cementsand 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. |
| 86 | The cement shall be brought at site in bulk supply of approximately 50 tonnes or as decided by the Engineer-in-charge. |
| 87 | 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. |
| 88 | The contractor shall supply free of charge the cement required for testing. The cost of tests shall be borne by the contractor. |
| 89 | 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. |
| 90 | 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. III. CONDITIONS FOR STEEL: |
| 91 | The contractor shall procure steel reinforcement bars conforming to relevant BIS codes from M/s SAIL, M/s RINL, M/s. TATA Iron & Steel Co., M/s. IISCO and M/s. JSW Neo Steel with a test certificate, and use it on works after getting approval from department Engineer or tested in department laboratory. In case of non-availability from aforesaid manufacturers, reinforcing steel of other makes manufactured from ingots alone will be permitted with the prior approval of Engineer-in-charge. 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. |
| 92 | 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. |
| 93 | 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. |
| 94 | 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 below100 tonnes For consignment over100 tonnes Under 10mm dia One sample for each 25 tonnes or part thereof One sample for each 40 tonnes or part thereof 10mm 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 |
| 95 | The contractor shall supply free of charge the steel required for testing. The cost of tests shall be borne by the contractor. |
| 96 | In case the Reinforcement steel is issued by the Department, the actual issue and consumption of steel on work shall be regulated and proper accounts maintained as provided in Clause 10 of the contract. The theoretical consumption of steel 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) Bar dia (mm) Weight (Kg./Metre) 5.0 0.154 20.0 2.47 6.0 0.222 22.0 2.98 8.0 0.395 25.0 3.85 10.0 0.617 28.0 4.83 12.0 0.888 32.0 6.31 16.0 1.58 36.0 7.99 18.0 2.0 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. |
| 97 | Steel brought to site and steel remaining unused shall not be removed from site without the written permission of the Engineer-in-charge. ----- Government of IndiaDepartment of Atomic EnergyIndira Gandhi Centre for Atomic ResearchCivil Engineering Group TENDER DOCUMENT FOR Cleaning of Storm water drains and roads in Southern side of IGCAR Premises during the year 2024-2025 at Kalpakkam. Tender No. CEG/IGC/1937/2023 Part – II : Financial Bid (Section - VIII) INDEX Sl. No. Title Page No. |
| 98 | Schedule of Quantities 1 - 2 |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
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Upcoming · 9 daysJul 23, 2026
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