Tender For Periodical Maintenance Of Storm Water Drainage, Trenches, Culverts, Internal Roads And Other Miscellaneous Works At Frfcf Project Site, Kalpakkam For The Year 2026-2027
Tender Value
59.18 Lakhs
Estimated cost
Bid Submission
26 Oct 2026
10 days left
EMD
1.18 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chengalpattu → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Periodical Maintenance Of Storm Water Drainage, Trenches, Culverts, Internal Roads And Other Miscellaneous Works At Frfcf Project Site, Kalpakkam For The Year 2026-2027
BOQ
| Sl. No. | Item Description |
| 1 | Clearing Heavy jungle area including cutting all unwanted plants, branches, twigs, wild growth, trees and saplings of girth up to 30cm, uprooting of rank vegetation etc. complete, and disposing the same 100 metres away by manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. The useful firewood if any, shall be cut and stacked at the place (with 100 metres lead) as directed by the Engineer-in-charge. The rate shall include the cost of cutting and disposal if any by burning. Contractor must inform to Engineer-in-charge and prior permission shall be obtained form Engineer-in-charge before burning the wild growth. |
| 2 | Area cleaning in and around the site by cleaning the bushes, debris, fallen trees, waste materials, garbages etc., collecting, conveying and disposing the same at places as shown by the department with a lead of 1Km all complete as per specification and as directed by the Engineer-in-charge. Note: Cleaning of peripheral security fence including removal of wild growth, bushes, weeds, creepers etc. will also be paid under this item. |
| 3 | Pruning of tree branches of all types of trees by cutting and removing overgrown, dead or obstructing branches only, including collection, stacking of serviceable materials within 200 m lead, disposal of unserviceable materials, and cleaning of the site complete, as directed by the Engineer-in-Charge. |
| 4 | Cleaning of existing road surfaces & foot paths by mannual or mechanical brooms including collecting, conveying of deposited sand and removing the unwanted vegetation growth and disposing them with a lead of 500 meter etc. all including safety arrangements, barricadings, labour, tools & tackels, machinery all complete as per the direction of Engineer-In-Charge. |
| 5 | Cleaning the under ground sewer line/drain line including Inspection chamber, man-hole, cleaning all the sludge and washing with water including all tools & Sewer cleaning flexible rod etc., complete as per specifications and as directed by Engineer-in- charge. |
| 6 | Cleaning the surrounding area of various building at all levels by removing the vegetation growth, including clearing choked rainwater downtake pipes, periodically as and when required including necessary ladders and scaffolding arrangements, Conveying the removed unwanted materials to the bins with a lead up to 1.0 Km etc, complete as directed by the Engineer-in-Charge |
| 7 | Roof top area including Gutters |
| 8 | Sunshade and Portico area |
| 9 | Plinth protection, and drain around the buildings upon removal of preacst covers and placing the same. |
| 10 | Road side storm water drainage upon removal of preacst covers and placing the same. |
| 11 | Cleaning of under ground road culverts of clear opening Size 14 X 1.5 X 2.0M by manual means from existing road level including removing all types of soil, silt and slush for upto a invert level of culvert including stacking the excavated materials away from the edge of culvert/ chamber/road edge/ trenches and depositing / disposing the surplus excavated earth with a lead of 30 m (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) as directed by Engineer incharge as per specifications. Note: i) The rate shall include dewatering of culverts whenever necessay. ii) The culvert area has to be kept clean for 6 months.iii) Silt deposition may vary depending upon the area to a minimum of 500 mm |
| 12 | Earthwork excavation by mechanical means (Hydraulic excavator), or manual means 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,ramming and compacting 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,levelled and compacted at specified location) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.)Note: 1.The excavated subbase shall be tested for 95% proctor compaction density test. 2.Excavation scheme has to be submitted to department for approval of EIC before commencement of work. |
| 13 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km |
| 14 | Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various pattems and sizes for precast plain solid units, exhaust fan moulds, slabs, etc, in controlled reinforced cement concrete of M30 grade 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.Note: 1. The rate shall be quoted on the basis of using 380 Kg. of cement per cu.m. of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate specified in schedule F.2. The rate of concrete shall include all labour equipment charges for mixing & cost of admixture. Chemical admixture confirming to IS:9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility3. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. |
| 15 | Providing straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500D grade steel conforming to IS:1786 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 and binding wire complete all as per specification and as directed by Engineer-in-Charge at all lifts. Note: The rate shall be including the cost and testing of reinforcement steel at thrid party NABL lab. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Clause 12 of Section VIII, General Information for Guidance of Tenderers |
| 16 | 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, 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 / sythetic 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. |
| 17 | Providing and fixing double Tubular scaffolding system using H-Frames / APS system or (cup lock type) on the exterior side upto seven story height 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, runers, conection with building etc. wherever required for inspection of work at required locations with essential safely features for the workmen etc. complete as per directions and as approved by the Engineer-in-charge. The elevation area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding. |
| 18 | Providing plastering in cement mortar 1:4, 20mm, thick at all elevations with 2% of water proofing compound or as per manufactures specification, 'lmpermo' or approved equivalent make including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, all as per specifications. |
| 19 | Providing and applying painting Two coats at all levels with Interior / Exterior grade Acrylic emulsion paint (approved brand, colour and manufacturer) confirming to IS 5411 Part I & II at all elevation to give an even shade including one under coat of suitable primer, applying putty, preparation of the surfaces, grinding, removing laitance, cement slurry, formoil, foreign matter etc., scaffolding, tools, tackles, equipment, materials, labour, etc.., all complete as per manufacturer specifications and as directed by the Engineer-in-charge.Note: Rate includes filling all voids/pinholes in concrete by cement mortar touch up work / minor plastering. |
| 20 | Construction of Inspection chamber of following size internally up to 1.00 metre depth with brick masonry walls of 230/345mm thick using stock bricks in cement mortar 1:5 with necessary brick carbelling as required, plastering with cement mortar 1:3, 12mm thick for external sides of the chamber including excavation in all types of soils, back filling, providing and laying 150mm thick PCC 1:4.5:8 for foundation concrete forming bencing in PCC 1:2:4 using 20mm maximum size graded aggregate etc. complete all as per specification, drawing and as directed by the Engineer-in-charge. |
| 21 | Inspection chamber of internal size 600x600mm |
| 22 | Inspection chamber of internal size 1200x900mm |
| 23 | Dismantling of RCC works at all levels by manually / by mechanical including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. |
| 24 | Dismantling brick works at all levels by manually / by mechanical including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. |
| 25 | Dewatering from trenches, sump, foundation structure using electrical submersible or suitable pump of required capasity with necessary arrangements to the nearest storm water drain or at places shown as directed by EIC including HDPE pipe, maintenance of the system, cost of spares, idling, labour for operation etc. Mode of measeurement will be power consumption in KWh. Note: This item will be operated during abnormal bad weather, surface run off from outside scope of work only aslo it shall be estimated for already existing culverts/Strom water drain. |
| 26 | Supplying, providing and laying 200mm thick Cement Concrete block masonry using solid concrete blocks of size 400 x 200 x 100mm manufactured as per IS : 2185 (Part-1) density not less than 1800 kg/cu.m of grade C 4.0 using 20mm down graded aggregates in basement & superstructure at all elevations in cement mortar 1:5 including mixing mortar, hacking closely concrete surface, laying blocks, raking joints, curing etc., with all materials, scaffolding, labour, tools etc., all complete as per drawings, specifications and as directed by the Engineer-in-charge. Reinforcement if provided will be measured and paid under relevant item |
| 27 | Removal and disposal of scrab material within a lead of 1Km per Cubic meter including man power and truck etc |
| 28 | Providing and laying cement concrete M20 grade using 300 kg/cum of PPC using 20mm and downgraded size hard granite broken stone in foundations, trenches etc., including necessary form work, ramming, compaction, levelling, mechanical mixing, curing, dewatering, if any and including dismantling the existing concrete, disposing the dismantled debris within 2 Kms lead etc., all complete as per specifications and as directed by the Engineer-in-charge |
| 29 | Replacing the following sizes of existing damaged PVC pipes with new PVC pipe of 6 Kg. per sq.cm pressure pipe confirming to IS 4985 of make \\"Finolex\\" or equivalent approved make bearing ISI marking including all types of specials, cutting and removing the damaged portion of the existing PVC line, replacing new PVC pipe for flush tank & kitchen waste line with suitable jointing compounds, necessary opening/ chasing of the wall, flooring, etc., without interupting the regular water supply, cost of necessary GI clamps, screws, teakwood plugs, packing pieces, restoring the same after completing the job to its original condition etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 30 | 32mm OD PVC |
| 31 | 40mm OD PVC |
| 32 | 50mm OD PVC |
| 33 | 63mm OD PVC |
| 34 | 90mm OD PVC |
| 35 | 110mm OD PVC |
| 36 | Providing and fixing Chlorinated PVC (CPVC) pipes for External (open) Exposed on wall pipeline work having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR -11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer-in-charge. |
| 37 | 25mm outer dia CPVC pipe |
| 38 | 32mm outer dia CPVC pipe |
| 39 | 40mm outer dia CPVC pipe |
| 40 | 50mm outer dia CPVC pipe |
| 41 | Attending water supply PVC Pipe line Burst / Breakage for the following various dia. including earth work excavation to ascertain the types of leak including extra length and width of excavation required as per site condition to facilitate removal of damaged / broken pipes, specials and its rectification, dewatering, removing the slush from the trenches, conveying of the earth and slush away (within a lead of 100m) from the trenches to prevent over burden for the trench, conveyance of pipes, specials and other accessories, cutting the burst / broken pipes and removing the pipes from the mains and re-installation the new pipes of 6 Kg. per sq.cm pressure pipe confirming to IS 4985 of make |
| 42 | 32mm OD PVC |
| 43 | 40mm OD PVC |
| 44 | 50mm OD PVC |
| 45 | 63mm OD PVC |
| 46 | 90mm OD PVC |
| 47 | 110mm OD PVC |
| 48 | 160mm OD PVC |
| 49 | Providing, laying to the slope specified an jointing the following glazed stoneware pipes grade SP1. conforming to IS: 651, jointing with stiff mixture of cement mortar 1:1 (1 cement :1 fine sand) including testing of joints etc. complete excluding excavation and refilling which will be paid under relevant item all as per specifications and directed by the Engineer-in-charge |
| 50 | 100mm diametre |
| 51 | 150mm diametre |
| 52 | Grouting at and around penetrations, construction joints and at all locations as specified in the drawing including necessary scaffolding, drilling holes of specified diameter, supply of grout material, PVC pipe nozzle, fixing, providing all necessary equipment like mixer and pump, manpower etc., all complete required to grout at specified pressure, cutting the pipes after setting of grout, sealing, finishing the surface to achieve required leak-tightness to the satisfaction of the EIC. Only quantity of grout injected shall be measured and paid for. This item is not intended for repair works falling under the scope of contractor for concreting works. |
| 53 | Using Cement based grouting suitable for pumping with addition of approved anti shrinkage compound @ 2% weight of cement with water reducing admixture as required and as directed by the EIC. |
| 54 | Using approved Polyurethane injection hydrophilic grouting comprising of two component high grade low viscosity material as per manufactures specification and as directed by the EIC |
| 55 | Providing and fixing chicken-mesh reinforcement of 1.5mm dia steel wire with hexagonal or rectangular openings of 10 to 13mm, fixing using nails, including cutting of required sizes complete all as per specification and as directed by the Engineer-in-charge. |
| 56 | 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, 12mm average thickness - Plain plaster |
| 57 | Providing & fixing new uPVC wall panelling consisting of 200 mm to 300 mm wide, 8 mm thick hollow section panels, fixed over the existing/new framework with necessary screws, fasteners, trims, joining strips and all required fixing arrangements. The rate shall include cutting to the required size, making necessary openings for existing electrical switch boards, distribution boards (DBs), sockets, conduits and other services, refixing the panels neatly around the electrical fixtures without disturbing their alignment or functionality, finishing, labour, tools & tackles, transportation, disposal of debris and all incidental works complete, as directed by the Engineer-in-Charge. Note: The Rate includes,Dismantling and removing the existing damaged uPVC wall panelling from the walls of office containers without damaging the adjoining structure, existing framework, electrical switch boards, distribution boards (DBs), wiring, conduits or any other embedded services, disposing of the unserviceable materials as directed, and |
| 58 | Removing, pumping, loading, transporting and disposing of accumulated sewage/sludge from existing sewer manholes & Septic tank using 6000-litre capacity sewage suction tanker, including deployment of sewage pumps, suction hoses, machinery, labour, fuel, loading, unloading, transportation and disposal outside FRFCF premises to the designated Sewage Treatment Plant (STP) outside the campus, complete in all respects. The rate shall include all incidental charges, handling, cleaning after pumping, necessary tools & tackles, safety precautions, and disposal of sewage at the approved location, complete as directed by the Engineer-in-Charge. |
| 59 | Providing and applying painting two coats on existing Structural steel members at a level of 8m height with Synthetic enamel paint (Asian or approved brand, colour and manufacturer) to give an even shade including preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge. |
| 60 | Supply and fixing of ISI marked CPVC brass threaded adapter, 20 mm × 3/4\\" BSP (F), conforming to relevant IS standards, including Teflon tape, solvent cement (wherever required), cutting, threading, jointing, necessary fittings, alignment, fixing in position, making leak-proof threaded joints, testing the pipeline for leakage, labour, tools & tackles, transportation, loading & unloading, all charges and complete in all respects, as directed by the Engineer-in-Charge |
| 61 | Supply of stencils, primer, paint, brushes, thinners etc. as per the tech spec, surface preparation, one coat of primer, two coats of enamel paint and stencilling with painting of required size of alphanumeric letters and bordering with black colour enamel paint on walls/doors across different areas. The work also includes the supply of all necessary materials for said work and for inspection, testing & safe working. The maximum height for the above work will be upto 5 metres only. |
| 62 | Removal of saturated sand muck, slush, silt, clay etc from pit, trench, rock crevices by manual / mechanical means including required illumination, water supply, tools, temporary ramps removal of precast covers, ladders, labour etc complete fall as per specifications and including disposing the same with a lead up to 200 m and lifting at all levels as directed by the EIC |
| 63 | Providing and fixing G.I chain link fencing conforming to IS: 2721 of required width in mesh size 50x50mm, made of G.I. wire 3.15mm diametre including strengthening with top and bottom line wire 4mm diametre, (4mm diametre line wire at top, bottom & middle to be provided incase fencing height exceeds 2m) cutting of chain link & wires to required length, spreading, fixing & binding chain link to fencing post with 18 gauge binding wire including cost of GI bolts and washers and wire etc. complete in all respects all as per specifications & directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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