Drinking Water Supply and Sanitation Local Bodies Closing in 34 days TDR #58532817

Tender For Redevelopment (Civil Works) Of Subburayalu Park To Promote Livelihood Oppurtunities In Cuddalore Corporation

Issued by Local Bodies · Cuddalore, Tamil Nadu
Tender Value
1 Crore
Estimated cost
Bid Submission
18 Dec 2026
34 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Cuddalore → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Redevelopment (Civil Works) Of Subburayalu Park To Promote Livelihood Oppurtunities In Cuddalore Corporation

BOQ

Name of Work:- Redevelopment (Civil Works) of subburayalu park to Promote Livelihood Oppurtunities in Cuddalore Corporation
Sl. No. Item Description
1Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification
2Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete
3Supply and laying access pathway made of wood plastic composite(WPC) in sq.m Dimensions 2900mm x 145mm x 25mm including labour charges , L-cleat, cost of screws, transportation , loading, unloading, necessary treatment, complete standard specification.
4Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers.
5Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
6Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means
7Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also including laying,vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc.,complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).
8Supply, erection, and fixing of four seater See Saw to a height of 0.50m with 80mm dia leaver and 40 mm top bar with MS pipes. The seat is of moulder FRP (Fiber- Reinforced Polymer) and the cost shall inclusive of all materials, labour and fixing etc
9Supply, erection, and fixing of Rocking Chair which made of MS Pipes. The seat is made of FRP (Fibre-Reinforced Polymer) and the chair type seat is placed on the centre of the semi circle bar 34 mm MS Pipes.
10Stand up See Saw ’Supply, erection, and fixing of Stand up See Saw made of MS pipes and the cost shall inclusive of all materials, labour and fixing etc. Area Required: L2’×W10
11FRP Double Slide 8 ft Supply, erection, and fixing of Wave Slide for below 12 years old childrens with 80 mm dia leaver and 40 mm top bar with MS Pipes. The Slide is of moulder FRP (Fiber Reinforced Polymer). The ladder frame is made of 25 mm MS Pipe. Hanrail 20 mm dia MS Pipe and the centre support is 80 mm dia MS Pipes. The cost shall inclusive of all materials, labour and fixing etc.Area Required: L14’×W6’
12Balancing Bridge Supplying and fixing children's balancing bridge made of heavy-duty MS frame with anti-skid foot steps, powder coated finish, embedded in PCC foundation including all accessories, complete.Area Required: L3’×W10
13SP Multi Play System – III Supplying and fixing Multiplay System comprising slides, tunnel, platform, climber, RCC foundation and accessories complete - FRP Spiral Slide – 1 no,FRP Twin Slide – 1 no , FRP Slide Entry Panel – 1 no , FRP Roof – 1 no , FRP Flower – 2 no’s,Wall Mountain Climber – 1 no ,Steel Spiral Platform – 1 no , FRP Platform – 2 no’s ,Circular Swing – 1 no ,FRP Tunnel – 1 no ,Side Pannel – 2 no’s ,Square Climber – 1 noArea Required: L22’×W25’
14Arch Swing 2 Seater Supply, erection, and fixing of Double Swing of height 2.40 m with 40 mm dia MS Pipes support as legs and top bar is 50 mm dia. The seat is made of FibreReinforced Polymer and 7 mm Stainless Steel Chain and the cost shall inclusive of all materials, labour and fixing etc. Area Required: L10’×W10’
15Garden Swing MS Supplying, fabricating and fixing heavyduty MS Garden Swing made of MS pipes, MS Tube bench, powder coated finish, complete with heavy-duty chains, foundation concrete, all fittings and accessories, complete as directed by the Engineer-in-ChargeArea Required: L2’×W10’
16\\"Supply, Erection of Architectural Column 7M height above the ground level made out of GI, tubular pole ‘T’ washed and primered. (ASTM A123, with minimum average GI coating of 65μm.), having two sections, bottom section of minimum 1000mm (L) x 140mm dia and the top section with minimum of 5000mm (L) x 76mm dia, in built junction looping box at bottom section with 32 A heavy duty 4 way connector for loop in & loop out. Design comply EN40 standard and basic wind speed 169kmph. The Embellishments are cast in iron and fitted to the column by grubs screw fitting. The embellishments shall be sealed to the column. The Pole Base plate should be with 250x250x14 mm. The column shall also be provided with flush door at the bottom with proper strengthening to the cut-out of the door opening. The Pole Shaft/pipe should be fabricated out of Steel tube of grade YST 210/240. Poles using pre galvanised tube or hot dip galvanised through double dip process is not acceptable. The pole shaft and base plate shall be hot dip galvanized (7stage process) as per IS 2629 having minimum average DFT of 65 microns before the coating of epoxy primer. Hot dip galvanised architectural Floral SOH bracket of 750mm length at vertical height of 1.0mtr, tightned with stainless steel grub screws to the pole for mounting luminaire's. Complete pole & bracket shall be treated with high quality epoxy zinc rich primer and thereafter coated with Polyurethane paint (marine grade) of minimum average DFT of 100 microns (Total pole thickness 165 micron). The pole shall have inbuilt junction box consist of connector for loop in loop out and provision for MCB. The pole shall be of composite’ construction designed to ‘wind load’ corresponding to a basic wind speed of 169kmph without any deformation or damage to the structure.CAT REF: KESSLEC 7M CHATSWORTH POLE + 750MM SOH FLORAL BRACKET OrEquivalent Make\\"
17Supply and fixing of Bed Bolt and Nuts including fabrication complete etc.,usingmild steel grills etc as per TWAD SOR 2024-2025 PAGE NO 31
18Supply and Fixing of Decorative LED Street lantern 100W, BIS certified with a luminaire body made of spun aluminium, permanently sealed optical block (IP66) with heat sink and an anti UV PC protector (IK09) fitted with a VentPlug pressure equalisation unit, fixed onto a hinged spun aluminium frame, control gear compartment for tool free opening and closing. Highly efficient temperature resistant lenses for asymmetric light distribution with an options providing excellent photometry to optimally cater to desired applications. Suitable for suspended mounting. Overall system efficiency of 110lm/W at correlated colour temperature (CCT) of 4000K / 5700K, colour rendering index (CRI) >70 (optional 80 CRI) and L70 rated lifetime of 50,000 hours. Electrical Class I, rated voltage 240Vac, Power Factor ≥ 0.95, with BIS certified potted driver having internal surge protection of 4/4 kV and an additional surge protection device (SPD) of 10/10 kV (in both Common & Differential Modes).
19Supply and erection of 5amps MCB switch with necessary box suitable for fixingthe MCB etc., complete as per sor M1761 Page no 192\\"
20\\"Earthing as per PWD standard with an earth electrode of 2mtr class 'B' GI pipe of dia not less than 32mm complete with necessary masanory work as per electrical SOR SD 212\\"
21Supply and providing cable end termination of 3-1/2 x 95 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete SD 231.
22Supply and clarnping of 3-1/2 x 70 sq.mm PVC LTUG armoured cable on post or on wall with MS clamps SD 209
23Manufacturing, supply & fixing of Retro-Reflective Road namesign board single arrow size 0.6x0.45m size made out of wide angle cube corner micro prismatic grade sheeting conforming to IRC 67:2010& Type XI standards of ASTM D 4956-09 specifications and fixed over 2mm thick aluminium sheet & back support frame of stainless steel supported by 32NB stainless steel pipe all around and 65NB pipe vertical post firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmx30cmx45cm etc complete. The information message shall be made out of cut out letters in Blue color transparent overlay film as per IRC 67- 2010 Guidelines, 7 years pre qualification warranty for Retro Reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor.
24Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc., complete - Narrow Foundations - Upto 2.00m Depth
25Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation - Plinth Beam
26Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).
27Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials) - Ground Floor
28Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steelreinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)
29Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge.
30Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding, grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.
31Plastering with CM 1:5 (One part of cement & five parts of sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:56&57
32Painting New Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the departmental officers.(The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
33Painting the new iron work with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat and including cost of painting materials, brushes, putty, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the departmental officer.
34Paving the floor with best approved quality fine polished Granite Stone Slabs of following size and Variety with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., complete complying with standard speicification and as directed by the departmental officers.(The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work)
35Shuttering for Cc Pavements - For Footing Kerb Walls(SOR V1- HW-W0143)
36Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means
37Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
38Supplying and laying of Interlocking Paver Block Stone 63mm thick Over a base layer of crushed stone sandfilling incl. Cost of materials laying and Labour charges etc complete complying with the standard specification and as directed by the departmental officers.
39Supply and turffing of Korean grass / mexican grass for 45 Sq Ft including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, Supply and planting of sapling, refilling of excavated earth etc as directed by the site in- charge.(HC-W0237)
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AI Tender Summary

OUR REF NO 58532817
AUTHORITY Local Bodies
TENDER VALUE 1 Crore
LAST DATE 18-12-2026
Authority
Authority Name Municipal Adminitration And Water Supply Department
Work Description Tender for Redevelopment (Civil Works) Of Subburayalu Park To Promote Livelihood Oppurtunities In Cuddalore Corporation
Basic Detail
Tender No ROC.NO.4179/2026/E1
Bidding Type Tender
Location
City Cuddalore
State Tamil Nadu
Key Dates
Publish Date 14 Nov 2026
Submission Date 18 Dec 2026
Open Date 18 Dec 2026
Finance
Tender Value 1 Crore
Tender Fee Ref. Documents
EMD 1 Lakhs
Exemption Available
Document List
23ded296-6567-4425-bcee-ea61b8243697.html
BIDDOCSUBBURAYALUPARK.pdf
BOQ_872161.xls
Tendernotice_1.pdf

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Tender Timeline

Nov 14, 2026
11:30 IST

Tender Published

Tender notice published.

Today
Dec 18, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 34 days
Dec 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 34 days

Tender Documents

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html

23ded296-6567-4425-bcee-ea61b8243697.html

pdf

BIDDOCSUBBURAYALUPARK.pdf

xls

BOQ_872161.xls

pdf

Tendernotice_1.pdf

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