Tender For Construction Of A Playground In The Park Town Area Under Ward No 93, South Zone. Roc.No. 3914 / 2026 / Md4
Tender Value
15 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
12 days left
EMD
15000
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
Coimbatore → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A Playground In The Park Town Area Under Ward No 93, South Zone. Roc.No. 3914 / 2026 / Md4
BOQ
| Sl. No. | Item Description |
| 1 | Clearing light jungle including labours and Materials, etc. |
| 2 | Providing pile foundation using 230mm dia aguar etc as per officers etc completed. |
| 3 | Earth 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 10 cum |
| 4 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification |
| 5 | Brick work in cement mortar 1:5 mix using Fly Ash bricks of 230x110x70mm (8 3/4\\" x 41/4\\" x 23/4\\") including cost of materials and labour charges etc., as per standard specification - 1m3 |
| 6 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications |
| 7 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 8 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 9 | Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. |
| 10 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 |
| 11 | Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification. (Sl.No.395) |
| 12 | Supply & fixing of 7.0 m of Swaged Welded steel Tubular pole with single bracket 2 mtr length of 2\\" dia MS pipe on pole suitably curved at the top with height 10 m of three sizes 3\\",4\\",5\\" thickness as etc., complete. |
| 13 | Supply & fixing of 40W LED Fittings etc., complete complying with standard specification and as directed.. |
| 14 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 |
| 15 | Drain Side |
| 16 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. |
| 17 | Reinforced Cement concrete 1:1.5 :3 (one cement, one & half M.sand and three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. |
| 18 | Supply and Fixing of 750 mm x 750mm SFRC Manhole Cover with Frame as per Standard Quality as per the Direction of the Departmental officers Etc., Complete. |
| 19 | Supply and Fixing of Park Bench etc.,and applying charges including the cost for maintain in good condition etc complete |
| 20 | Fabricating supplying and fixing of pre painted galvanium colour sheets with the following specification. The materials should be of PPGI tile profile with a red colour or any other approved design 0.47 mm thick 24 guage having width 1050 mm. The sheet should be G.I.base pre painted hot dipped galvanized iron sheet and to be fixed with shelf tapping screws,plastic washer.The washer and screws to be fixed by using minute power machine drilled with out damaging the sheets paint coating to be regular modified polyster coat with zinc coating of Z 120 GSM paint thickness the finish should be terra cotta finish like malabar mangalore tiles finish optional matt finish. The sheet to be fixed with making suitable corrugated,cutting the sheet in to the required ssize and making ornamental designs as per the site condition and as directed by the departmental officers. |
| 21 | Supply and fixing of Dual Cross Walker Type Double Maximum User Weight ( Kg ) 120 kilogram Governing Specification for GI Pipes BIS specification No IS 1161:2014, latest All the GI Pipes are ISI marked Main Frame 100mm Nominal Bore G.I. Pipe Main Frame Pipe, Class as per IS 1239 applicable for pipe as per IS 1161 leg movement frame 50mm Nominal Bore G.I. Pipe Leg Movement Frame Pipe, Class as per IS 1239 Not applicable for pipe as per IS 1161 Handle Frame 25mm Nominal bore G.I. pipe Handle Frame Pipe, Class as per IS 1239 applicable for pipe as per IS 1161 Bearings Tapered Roller Bearing Foot Rest Fibre Reinforced Plastic MS Foundation Plate Thickness 12 millimeter Foundation Pipes with anchoring 750mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm Nominal Bore of Foundation Pipe 100mm Foundation Pipe, Class as per IS 1239 Not applicable for pipe as per IS 1161 |
| 22 | Supply and Fixing of Health Air Walker Type Single SIZE/ DIMENSIONS Length 2000 millimeter Width 500 millimeter Height 1400 millimeter CAPACITY Maximum User Weight ( Kg )120 kilogram MATERIAL Governing Specification for GI Pipes BIS specification No IS 1239 ( Part 1 )- 2004, latest All the GI Pipes are ISI marked Yes Main Frame 100mm Nominal Bore G.I. Pipe Main Frame Pipe, Class as per IS 1239 Heavy Designation of Main Frame Pipe ( as per IS 1161 )NA leg movement frame 40mm Nominal Bore G.I. Pipe Leg Movement Frame Pipe, Class as per IS 1239 Heavy Designation of Leg movement frame Pipe ( as per IS 1161 ) NA Handle Frame 32mm Nominal bore G.I. pipe Handle Frame Pipe, Class as per IS 1239 Heavy Designation of Handle Frame Pipe ( as per IS 1161 ) Hint must be declared as per clause 3 of IS 1161 indicating nominal bore, wall thickness and grade ( not applicable for pipe as per IS 1239 ) NA Movement must be supplied with bearings Yes Bearings Ball Bearing Bearings shall be self lubricating and sealed for protection against Rain and dust etc Yes Foot Rest Fibre Reinforced Plastic MS Foundation Plate Thickness10 millimeter Foundation Pipes with anchoring 750mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm Nominal Bore of Foundation Pipe100mm Foundation Pipe, Class as per IS 1239 Heavy Designation of Foundation Pipe ( as per IS 1161 )NA Galvanization of all Pipes Zinc coating on the tubes shall be in accordance with IS 4736 latest. Nuts and Bolts for Assembly Stainless Steel Closing Caps of open ends of the pipes, bearings, bushes and base G I Caps Thickness of closing caps ( min ) 2 millimeter All Plastic Components U V stabilised, weather resistance |
| 23 | Supply and Fixing of Triple Waist Twister ( Three standing ) SIZE/ DIMENSIONS Length 1525 millimeter Width 1525 millimeter Height 1475 millimeter CAPACITY Maximum User Weight ( Kg )120 kilogram MATERIAL Governing Specification for GI Pipes BIS specification No IS 1239 ( Part 1 )- 2004, latest All the GI Pipes are ISI marked Yes Main Central Pipe 100mm Nominal Bore G.I. Pipe Main Frame Pipe, Class as per IS 1239 Heavy Main Central Pipe ( As per Clause 3, of IS 1161 ) Nominal Bore & Wall Thickness 100 mm NB with 4.5 mm Thickness Grade Material as per table 2 of IS 1161 YSt 210 Standing/ Sitting Twister Frame Pipe 40 mm Nominal Bore G.I. Pipe Standing/ Sitting Twister Frame Pipe, Class as per IS 1239 Heavy Standing/ Sitting Twister Frame Pipe (As per Clause 3, of IS 1161 ) Nominal Bore & Wall Thickness 40 mm NB with 3.2 mm Thickness Grade Material as per table 2 IS 1161 YSt 210 Rotating Disk Support Pipe at Bottom Pipe 80 mm Nominal Bore G.I. Pipe Rotating Disk Support Pipe, Class as per IS 1239 Heavy Rotating Disk Support Pipe ( as per IS 1161 ) as per Clause 3, Nominal Bore & Wall Thickness80 mm NB with 3.2 mm Thickness Grade Material (as per table 2 of IS 1161 ) YSt 210 Handle Frame Pipe 25mm Nominal bore G.I. pipe Handle Frame Pipe, Class as per IS 1239 Medium Handle Frame Pipe ( as per IS 1161 ) as per clause 3, Nominal Wall & Thickness 25 mm NB with 3.2 mm Thickness Grade Material per table 2 of IS 1161 YSt 210 Foundation Pipes with anchoring 500mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm Nominal Bore of Foundation Pipe 100mm Foundation Pipe, Class as per IS 1239 Heavy Foundation Pipe Pipe ( as per IS 1161 ) as per clause 3, Nominal Wall & Thickness 100 mm NB with 4.5 mm Thickness Grade Material (as per table 2 of IS 1161) YSt 210 M S Foundation Plate Thickness 10 millimeter Galvanization of all Pipes Zinc coating on the tubes shall be in accordance with IS 4736 latest. Movement must be supplied with bearings Yes Bearings Ball Bearing Bearings shall be self lubricating and sealed for protection against Rain and dust etc Yes Nuts and Bolts for Assembly G.I. Foot Rest HDPE Closing Caps of open ends of the pipes, bearings, bushes and base HDPE Thickness of closing caps ( min )2 millimeter All Plastic Components U V stabilised, weather resistance |
| 24 | Provision for Name Board Writing & lettering |
| 25 | Labour Charges for Pluming |
| 26 | EB Service Charges Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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