Housing Urban and Rular Development Government Departments Closing in 13 days TDR #58049324

Tender For Renovation Of Damaged Roof, Floors, Walls, Doors, Windows, Toilet, Septic Tank, Borewell, Water Supply, Sanitary & Patient Waiting Shed Arrangements For Health Sub Centre At Anoor In Chengalpattu District.

Issued by Government Departments · Chengalpattu, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
29 Oct 2026
13 days left
EMD
9700
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Renovation Of Damaged Roof, Floors, Walls, Doors, Windows, Toilet, Septic Tank, Borewell, Water Supply, Sanitary & Patient Waiting Shed Arrangements For Health Sub Centre At Anoor In Chengalpattu District.

BOQ

Name of Work:- Renovation of damaged Roof, Floors, Walls, Doors, Windows, Toilet, Septic Tank, Borewell, Water Supply, Sanitary & Patient waiting shed arrangements for Health Sub Centre at Anoor in Chengalpattu District.
Sl. No. Item Description
1Dismantling, clearing away and carefully stacking materials useful for re-use of any thickness of Floor Finish and Dadooing walls in cement mortar with mosaic tiles / glazed tiles / cuddapah slab etc., complete.
2Dismantling, clearing away and carefully stacking materials useful for Pressed tiles & Weathering course etc., complete and as directed by the departmental officers.
3Clean removal of Cement plaster from walls etc., complete and as directed by the departmental officers.
4Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
5Supplying and filling in foundation, basement with filling Crushed Stone Sand (M-Sand) in layers of not more than 15cm thick well rammed, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.
6Supplying and filling in foundation & Basement with filling Gravel in layers of not more than 15cm thick well rammed, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.
7Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means
8Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) 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 complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).
9Providing and laying in position, Standardised Concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method 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 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) 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.) 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 of reinforcement 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).For Foundation and Basement
10Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe 550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement 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) Add additional labour for works above plinth/Basement level in every upper floor over the preceding floor or Below Ground level of every 3.50m depth.
11Plain Cement Concrete 1:2:4 (One Cement, Two M-Sand and Four Hard Broken Stone Jelly) using 10-12mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
12Brick work in Cement Mortar 1:5 (One Cement and Five M-Sand) using best quality Fly ash Brick of size 230 x 110 x 70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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.For Foundation and Basement
13Brick partition walls of 11.50cm thickness using best quality Fly ash Brick of size 230 x 110 x 70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 in Cement Mortar 1:3 (One Cement and Three M-Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately)For Superstructure in Ground Floor
14Supplying and fixing fine polished cuddapah slab of following thickness for cup-board arrangements including laying to correct alignment with necessary cement mortar and black powder etc, complete complying with standard specification and as directed by the departmental officers.
1538/40 mm thickness.
1620/30 mm thickness.
17Paving the floor with best quality Double Charged Vitrified Tiles of 600 x 600 x 8mm size and variety conforming IS 15622 with water absorbtion less than 0.08% of approved colour and shade laid over cement mortar bed of 20mm thick in cement mortar 1:3 (one cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer in all floors and the top pointed with Water Resistant Tile Epoxy Grout etc., 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)
18Flooring with plain ceramic tiles of size size 305 x 305 x 6mm and variety conforming to IS 15622 laid over cement mortar bed of 20 mm thick in cement mortar 1:3 (One Cement and Three crushed stone Sand) with required Cement Slurry and Mortar Plasticizer including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved from Executive Engineer before use on works)
19Dadooing walls with best approved quality, Colour glazed tiles conforming to IS 15622 of size 300 x 450 x 8mm. in Cement Mortar 1:2 (One Cement and Two crushed stone sand),10mm thick with Mortar Plasticizer and pointing the joints with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. neatly in all floors, curing, etc., 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)
20Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessry PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of \\"U\\" clamp at the centre of the pipe line in addition to those for more than 3.0 meter pipe length, etc., complete complying with standard specification.110mm dia PVC pipe
21Supplying and fixing Stainless Steel (Salem Stainless Steel) Door Frame (Box Section using Stainless Steel Plate of 1.6mm thick) of size 100mm x 60mm with a rebate of 30 / 35mm x 15mm on one side of the frame including supplying and fixing dovetail splayed end stainless steel hold fast etc., with one coat of Zinc chromate yellow Primer and filling the indise hallow Portion with Cement Concrete 1:2:4 using 20mm HBG Stone jelly etc., Complete Complying with standard specification.
22Supplying and fixing Solid Core Flush shutter of following type with thickness with necessary T.W. internal lipping alround conforming to IS 2202-1(1999) including cost of wind appliances and furniture fittings such as 6 Nos of SS 304 Grade Butt Hinges of size (125 x 30mm), 3 Nos. 300 x 12mm aluminium tower bolt 1 No. 200 x 12mm aluminium tower bolts 1no. 250 x 16mm aluminium aldrops, 3 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete complying with standard specification and as directed by the departmental officers.Double leaf.
23Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should Not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting Noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The Window should be got approved from the Executive Engineer before use on work.
24Supplying and fixing of MS grill of approved desgin for grill gate grill works to doors and windows opening ramp etc using necessary mild steel for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc., complete and as directed by the departmental officers.
25Providing screed concrete using Cement Concrete 1:2:4 (One Cement, Two Crushed Stone Sand and Four Hard Broken Stone Jelly) using 6-12mm ISS metal 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 manual means.
26Paving the Top of roof with Solar refelective ceramic tiles of approved quality and colour laid in Cement mortar bed in 1:3 (One cement and three crushed stone sand) 12mm thick and pointed with water resistant tile epoxy grout for joint, curing etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved from the Executive Engineer before use on works)
27Plastering with Cement Mortar 1:5 (One Cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers.
28Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 12mm thick mixed including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.
29Painting Old Plastered Wall Surface with Two finishing coats of ready mixed Interior Emulsion Paint of approved quality and colour over the existing walls in all floors etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved from the Executive Engineer before use on works.)
30Painting Old Plastered Wall Surface with Two finishing coats of ready mixed Exterior (Emulsion) Paint of approved quality and colour over the existing wall in all floors etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved from the Executive Engineer before use on works.)
31Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved from the Executive Engineer before use on works.)
32Art Painting over the existing wall surfaces pattern and design given by the depatmental officers and preparation of surface thorough scrapping, primer with 2 coats of putty of fitrst class quality and of approved colour of art paint over priming coat including removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
33Supplying and Fixing of Wood Polymer Composite (WPC) door with solid door frames extruded with size 75mm X 50mm. The Inner core made of rigid WPC compound with minimum shore hardness of 55 and Bold Density 750Kg/cub.Mt. The frame shall be fixed to the wall using 10 X 10mm long MS screw through the frame by using PVC fasteners. A minimum of 4nos screw to be provided for each vertical members, Door shutter of 25mm thick Wood Polymer Composite (WPC) single core Extruded Door Shutter, with one side digital printing of Specified Design which is approved by engineer-in-Charge. Both side of the shutter shall have rough sugar texture finish, laminated with UV oil. The solid WPC board shall have minimum shore hardness of 55 and Bulk density 550Kg/Cub.Mt moulding the thickness remains 25mm(+/-1mm) etc complete as per the direction of the departmental officers.
34Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work.
35Supplying and fixing in position best quality and approved make Indian made White glazed earthernware wash hand basin of size 550 x 400mm (without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia \\"B\\" class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved from the Executive Engineer before use on works).
36Supplying and fixing position best approved quality CI Nahani Trap of the 100 x 75mm sizes 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 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 PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved from the Executive Engineer before use on works)
37Supplying and fixing in position best quality approved make Stainless Steel Sink of size of 600 x 450 x 200mm including cost of 32mm dia CP waste coupling, 32mm dia PVC waste pipe with rubber plug and chain, 15mm dia brass nipple including fixing the sink in position and testing for leakages etc., complete complying with standard specifications excluding CI brackets. [The sink and specials should be got approved from the Executive Engineer before use on works]
38Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm White glazed earthern ware of approved quality and brand with \\"P\\" or \\"S\\" trap conforming to BIS with crushed stone sandcushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two crushed stone sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to PVC pipes (including the cost of 110mm dia PVC pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof, Floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers. (The Water Closet should be got approved from the Executive Engineer before use on works).
39Supplying and fixing in position 15mm dia brass CP screw down tap (Heavy duty) of approved make conforming to BIS specification and quality including cost of cutting and threading of galvanized iron pipes, cotton, thread, shell, etc., complete complying in standard specification and as directed by the departmental officers (Taps should be got approved from the Executive Engieer before use on works)
40Construction of Inspection chambers of following including earth work excavation, CC 1:5:10 of 10cm thick and brick work in Cement Mortar 1:5 (One cement and Five M-sand) using best quality of second class table mould bricks of size 9\\" x 4⅜\\" x 2¾\\"and plastering with Cement Mortar 1:3 (One cement and Three M-sand) 12mm thick to inner and outer sides and wearing coat 1:3:6 (One cement, Three M-sand and Six aggregate) 15cm thick and covered with manhole cover 60 x 60 cm (Heavy Duty) with frame etc., complete complying with standard specification and as directed by the departmental officers as per standard specification.0.60 x 0.60m of size
41Supplying and fixing best quality of ready made PVC water tank (Made of HDPE materials) of capacity with all accessories like cover locking arrangements etc., including conveying jointing delivery line scour pipe, over flow pipe and lifting the tank to the top of the building placed in position at the place as shown by the departmental officers etc., complete complying with standard specification.
42Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications. (The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level.110mm Dia
43Supplying, laying and jointing UPVC 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 UPVC specials using UPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, UPVC 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 upto 4 meter height above ground level, etc., complete complying with standard specifications. The UPVC pipes shall be got approved from the Executive Engineer before use on works. External Water Supply Arrangements -Above Ground Level
4425mm dia UPVC Pipe
4520mm dia UPVC Pipe
46Supplying of UPVC Specials in water supply arrangements (both in internal and external water supply arrangements etc, complete and as directed by the departmental officers.
4720mm Dia UPVC Elbow
4820mm Dia UPVC Tee
49SUB TOTAL
50GST @ 18 % Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58049324
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 29-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Renovation Of Damaged Roof, Floors, Walls, Doors, Windows, Toilet, Septic Tank, Borewell, Water Supply, Sanitary & Patient Waiting Shed Arrangements For Health Sub Centre At Anoor In Chengalpattu District.
Basic Detail
Tender No 03 CPT / 06 / 2026-27
Bidding Type Tender
Location
City Chengalpattu
State Tamil Nadu
Key Dates
Publish Date 15 Oct 2026
Submission Date 29 Oct 2026
Open Date 29 Oct 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 9700
Exemption Not Available
Document List
BOQ_858036.xls
c9fb1fa9-0089-41f3-9c90-9ad6fc42ba65.html
ETN0306.pdf
GeneralCondition.pdf
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Oct 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_858036.xls

html

c9fb1fa9-0089-41f3-9c90-9ad6fc42ba65.html

pdf

ETN0306.pdf

pdf

GeneralCondition.pdf

pdf

Tendernotice_1.pdf

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