Tender For Construction Of Toilet Block In Childrens Park Of Amaravathi Dam In Udumalpet Taluk Of Tiruppur District.
Tender Value
5.39 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
8 days left
EMD
5500
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
Tiruppur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Toilet Block In Childrens Park Of Amaravathi Dam In Udumalpet Taluk Of Tiruppur District.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Sep-2026 | BID OPENING EXTENSION | Date | 21-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing scrub jungle and destroying the same effectively as directed by the Departmental officers. |
| 2 | EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting, but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc., complete complying with standard specifications |
| 3 | Earth work open excavation 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. |
| 4 | Filling in basement with EXCAVATED EARTH (other than sand) in layers of not more than 15cm thick, well rammed, watered and compacted, complying with standard specification etc., as directed by the Departmental officers. |
| 5 | Cement Concrete 1:5:10 (One Cement, Five M sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for Foundation and Flooring including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification. |
| 6 | RANDOM RUBBLE MASONRY : Random Rubble Masonry in cement mortor 1:4 (One cement and four m sand) using New and Old stones available at site including simultaneous flush pointing with the same mortar as directed by the departmental officers and as per standard specification. |
| 7 | a) Using Old Stones |
| 8 | b) Using New Stones |
| 9 | Construction of Hollow Block in cement mortar 1:5 (One cement and five M sand) using Concrete Hollow Block of size 400x200x150mm for the following including curing etc., complete complying with standard specifications. (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost). |
| 10 | Supplying 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. (Payment for centering shall be given after the concrete is laid) |
| 11 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29M height for plane surfaces as detailed below in all floors with all cross bracings using Mild steel sheets of size 90 x 60cm and 10 BG stiffened with welded Mild steel angle of size 25mm x 25mm x 3mm for boarding laid over silver oak joists of size 10cm x 6.50cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at not more than 75cm centre to centre etc. complete complying with standard specification and as directed by the Departmental officers. |
| 12 | Providing and laying in position of Standardised Reinforced Cement Concrete Mix M-25 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 content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture ( plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about ( 5.0 cu.m) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670kg of M.sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, 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 requirement of IS standards.( No separate payment will be made by the Department for the excess usage of materials) |
| 13 | Supplying, fabricating and placing in position Steel Reinforcement using Mild steel or Ribbed for all RCC works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specifications. |
| 14 | Plastering with cement mortar (1:5) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc complete as per standard specifications and as directed by the departmental officers. |
| 15 | Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. |
| 16 | Paving the floor with Plain Ceramic Tiles of all colour (colour and shade as directed) of size 305 mm x 305 mm x 6mm in all floor over a base layer of cement mortar 1:3 (one cement and three M-sand) 20 mm thick laid in situ and pointed with same coloured cement. complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) |
| 17 | Paving the steps with design Pre-polished Concrete Anti-Skid Step Tiles of 20mm thick in all floor over a base layer of cement mortar 1:3 (one cement and three M-sand) 20 mm thick laid in situ and pointed with same coloured cement. complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) |
| 18 | Dadooing walls with Colour glazed Tiles of size 300mmx200mmx6mm of best approved quality set in Cement Mortar 1:2 (One Cement and Two M-sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers |
| 19 | Providing UPVC (Un-Plasticized Polyvinyl Chloride) Door: Providing and fixing casement doors fabricated from un-plasticized polyvinyl chloride (UPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mm x 55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25 x 24 x 25mm steel reinforcement with a thickness of 1mm to have dimensional stability. The sash should be of 60 x 102mm. The mullion should be of 60 x 74mm. The profiles should have co-extruded seals. Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside. Glazing: The window system should be glazed with 5mm plain float glass / 6mm bison lam Installation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the einforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug. |
| 20 | Supply and Fixing of RCC jolly of standard size at required location for Toilet ventilation including labour charges, cost of materials and all other incidental charges etc., complete and as directed by the departmental officers. 50mm thick |
| 21 | Supplying, laying and jointing PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges up to 4 meter height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works. |
| 22 | 25 mm Dia PVC Pipe |
| 23 | 20 mm Dia PVC Pipe |
| 24 | Supplying and fixing in position first quality and approved variety of Gun metal Gate Valve / Wheel Valve with BIS make of the following dia including cost of shellac, thread balls, etc., complete complying with standard specifications (for both internal and external water supply arrangements). The valves to be used on work shall be got approved by the Executive Engineer before use on work. |
| 25 | 25 mm Dia Wheel Valve |
| 26 | Supplying and fixing in position 15mm dia brass CP screw down tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on the works) |
| 27 | Supplying UPVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arranqements |
| 28 | 25mm diameter UPVC Elbow |
| 29 | 20mm diameter UPVC Elbow |
| 30 | 25mm diameter UPVC Tee |
| 31 | 20mm diameter UPVC Tee |
| 32 | 25 x 20 UPVC Reducer |
| 33 | 25mm diameter UPVC Union |
| 34 | 20mm diameter UPVC Union |
| 35 | Supplying and fixing in position best approved quality and make white glazed earthern ware Oriya type Indian water closet of size 580mmx440mm with P or S trap embedding the closest and trap to shape in position with brick jelly lime concrete 1:2:5 (one lime two M-sand and five brick jelly) using 40 mm broken brick jelly and finishing the top to required slope and including UPVCving connections to the 600mm lengh of 110mm dia PVC soil pipe stacks (by dismantling masonry, RCC roof or floor slaps and making good, the disturbed portion to oriUPVCnal condition without any leakage etc. complete as directed by the departmental officers and complying with standard specifications. The cost is inclusive of 600mm PVC pipe of 110mm dia, sand filling for 0.45 cu.m, lime concrete 1:2:5 using 40mm brick jelly for 0.11 cu.m (The water closet P or S trap are to be got approved by the Executive Engineer before use on works) |
| 36 | Supplying and fixing position CI Nahani Trap / Floor Trap of size 100 x 75mm with stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of M-sand and five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three M-sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works) |
| 37 | Supplying and fixing in position best quality PVC Soil / waste pipe with working pressure of 6 kg / cm 2 of various sizes having ISI mark and providing leak proof joints with adhesive T.W.Plugs, screws including fixing to the wall with PVC specials, MS clamps and making connection to all sanitary fittings, dismantling masonry / RCC works wherever necessary and making good the dismantled portion to the original condition including cutting, jointing and fixing in position at true alignment etc complete complying with standard specifications. [The PVC pipe should be got approved by the Executive Engineer before use on works] |
| 38 | 110 mm Dia PVC SOIL / Waste Pipe |
| 39 | Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soi stacks, dismantling the masonry or RCC works and re-doing th‹ dismantled portion to original condition etc., complete complying witf standard specifications. (The PVC specials should be got approved b\ the Executive Engineer before use on works) |
| 40 | 110mm dia PVC Elbow |
| 41 | 110mm dia PVC Door Tee |
| 42 | Casting and fixing Precast RCC Ring & RCC Slab of the following thickness in cement concrete 1:2:4 (One cement, two M-sand and four broken jelly) using 20mm hand broken granite stone jelly and top plastered with cement mortar 1:3(one cement and three M-sand) 10mm thick EXCLUDING cost of reinforcement but including moulding, curing, finishing fixing in position etc., complete complying with standard specification and as directed by the departmental officers. |
| 43 | Supplying and spreading of 40mm hand broken granite stone jelly from approved quarry including stacking for the Cess pool etc., complete complying with standard specification and as directed by the departmental officers. |
| 44 | Supplying and spreading of 20mm hand broken granite stone jelly from approved quarry including stacking for the Cess pool etc., complete complying with standard specification and as directed by the departmental officers. |
| 45 | Supplying and fixing Manhole Cover 60 x 60cm (Heavy Duty) with Frame for high traffic and heavy duty application 600X600mm Manhole cover for Sump with necessary cement concrete and plastering neatly wherever necessary etc., complete complying with standard specifications and as directed by the departmental officers. |
| 46 | Supplying and fixing colour galvalume sheet roof of 0.47mm thick and steel tubular box section of 30x30x3mm of 1 meter interval including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. |
| 47 | Supplying and fixing MS angle of required length for Water tank stand including Labour charges for cutting, bending, welding and bouring, painting and conveying to site and erecting using concrete footing etc., complete complying with standard specification and as directed by the departmental engineers. |
| 48 | Supplying and fixing of PVC ready made Water Tank 500 litres of following Litre capacity of best and approved quality with ISI specification and having inlet,outlet, overflow and clearing pipe arrangements and labour charges for fixing in position with standard specifications and as directed by the departmental officers. (The water closet should be got approved by the Executive Engineer before use on works). |
| 49 | Total Civil Works |
| 50 | GST (18%) (CGST 9 % + SGST 9% ) |
| 51 | Grand Total Value Put to Tender Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 33 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender