Housing Urban and Rular Development Local Bodies Closing in 15 days TDR #56458358

Tender For Renovation Of Chief Ministers Mini Stadium At Gudalur In Gudalur Block, The Nilgiris District - Tn-Pk

Issued by Local Bodies · Nilgiris, Tamil Nadu
Tender Value
70 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
15 days left
EMD
70000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Renovation Of Chief Ministers Mini Stadium At Gudalur In Gudalur Block, The Nilgiris District - Tn-Pk

BOQ

Name of Work:- Renovation of Chief Ministers Mini Stadium at Gudalur IN GUDALUR BLOCK, THE NILGIRIS DISTRICT - TN-PK
Sl. No. Item Description
1Renovation of Chief Ministers Mini Stadium at Gudalur IN GUDALUR BLOCK
2Dismantling the AC Sheet roof concrete etc complete complying with standard specification and as directed by the departmental officers.
3Dismantling the Plain cement concrete etc complete complying with standard specification and as directed by the departmental officers.
4Removing the wooden floor including removal of frames etc complete complying with standard specification and as directed by the departmental officers.
5Dismantling the floor finish and dadooring walls in cement mortorwall with mosaic tilles and glazed tilles etc complete complying with standard specification and as directed by the departmental officers.
6Removing of doors and windows including removal of frames and hinges etc complete complying with standard specification and as directed by the departmental officers.
7Removal of Cement plaster from wall etc complete complying with standard specification and as directed by the departmental officers.
8Dismantling the Reinforsed cement concrete etc complete complying with standard specification and as directed by the departmental officers.
9Earth work excavation and depositing on bank within initial lead and lift in classass of soil etc., complete as per (SS 20B) for foundation
10Cement concrete 1:4:8 mix (One cement four sand and eight hard broken stone) using 40mm gauge hard broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm thick compacting etc. complete complyin
11Supply and errecting centering with necessary supports including all labour charges etc., complete complying with standard specification.
12Cement concrete 1:3:6 mix (One cement three sand and six hard broken stone) using 40mm gauge hard broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm thick compacting etc. complete complyin
13Cement concrete 1:2:4 mix (One cement two sand and four hard broken stone) using 40mm gauge hard broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm thick compacting etc. complete complyin
14Brick work in following Cement Mortar 1:5 using best quality Country bricks of size 8\\"3/4 x 41/4\\" X2 3/4\\" for foundation and basement including curing etc., complete complying with standard specification. Including scaffolding curing cost of reinforcement etc. all complete
15Supplying and fixing GI Square tube complete complying with standard specification and as directed by the departmental officers.
16Supplying and fixing colour galvalume sheet roof of 0.47mm thickand steel tubular box section of 100x50x3mm of 1meter interval including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers.
17Supplying and laying wooden flooring at site 8mm thickof approved make using click laminated floor with inbuilt3mm sound bloc class of use 31 water resistant AC 3grade impact resistant IC3 (as per EN 130 900 / 1400) having 0.60mm MLC (Multi-Layer Guard + SRSG 2) (Scratch Resistant Surface Second Generation) on top of moisture high density fibre board substrate specially developed copr of plank size 1288 x 196 x 8mm having joints tongue and groove to secure long lasting joint.The tongue and groove having the edges duly preimpregnated with par affine including laying 0.20mm thick alkali resistant polyethylene sheet of density 850 kg / m3 beneath the laminated wooden panel to absorb the sound caused including labour charges, loading,unloading, transportation, etc., complete
18Supplying and fixing PUF Roof Panels made up of minimum 0.50mm thick PPGI Corugated sheet complete complying with standard specification and as directed by the departmental officers.
19Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface, chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent and as directed.
20Paving the floor with best approved quality fine polished Kota stone slabs of size 600 x 600 of 18 / 20mm with machine cut edges and matching marble slab not less than 100mm width other than Adanga Marbles as border laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three M.Sand) fixing the slabs in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments and polishing with floor polisher to a high degree of finish etc., The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.
21Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone M.Sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., 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) Using anti-skid tiles (Observed Data)
22Dadoodling the walls with colored glazed tiles approved size, quality and color set in CM 1:2 - 10 mm thick. And pointed with suitable cement including finishing the joint and pointing flesh with walls and tile surface in all floors at the rate of 0.40 Kg /Sqm etc. complete.
23Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone M.Sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers
24supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat M.Sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place.
25UPVC (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 systemwhich 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 reinforcement chamber.
26supplying and fixing in position of steel windows with the following specifications. Outer frames of windows made of \\"Z\\" section F7D of size 33 x 25 x 3mm at 1.419kg/m and mullion \\"J\\" section (F4B) of size 46 x 25 x 3mm at 2.28kg/m and shutter section of made of F7D of 33 x 25 x 3mm at 1.419kg/m as specified in IS 7452/1990. ach openable shutter should not exceed a width of 600mm to enable separate operations and easy maintanenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18 x 5mm MS flat at 0,70kg/m at 3Nos. for each shutter and additional diagonal stiffeners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR sheets in position firmly.2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18 x 5 mm MS flats are revetted to the shutters at an appropriate height in window. Suitable opening is left for its easy operation. A stopper square rod for handle is provided in the mullion section at suitable le place to catch the window handle. Each window shutter having an adjustable stay made out of 18 x 5mm at 0.70kg/m MS flat of length 320mm with three adjustable position.
27Supplying 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 M.Sandcushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two crushed stone M.Sandand Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to CI soil pipes (including the cost of 100mm dia CI 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.
28Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification.
29Supplying and fixing in position best quality and approved make Indian made white / colour glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / 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.
30Supplying and fixing in position Indian make white glazed earthenware squating type urinal of best quality and approved make including dismantling masonry, if necessary and re-doing the same to original condition, etc., complete complying with standard specification..
31Supplying and fixing 10mm EPDM floor mat 250rs/per sq feet (laying charges 10 Rs/sq.feet extra) etc. The rate is inclusive of all material conveyance to site of work cutting to required etc complete
32Painting two coats of old 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.
33Painting 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 the existing red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification.
34Painting old 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 the existing red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification.
35Earthwork for foundations and depositing on bank with initial lead of 10 Mt. and initial lift of 2 Mt. in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth.
36Supplying and filling in foundation and basement with M sand in layers of not more than 10cm thick well watered, rammed and consolidated etc., complete as per standard specification.
37Cement concrete 1:4:8 mix (One cement four sand and eight hard broken stone) using 40mm gauge hard broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm thick compacting etc. complete complyin
38Supply and errecting centering with necessary supports including all labour charges etc., complete complying with standard specification.
39Reinforced Cement Concrete 1:11/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
40Providing and applying 10 mm thick Cement plaster in Cement mortar 1:3 ( One part of Cement and Three parts of Sand ),to finishing the exposed surfaces of R.C.C. items of works such as Roof (or) floor slabs, beams,and Sun shades etc.to correct plane and level including scaffolding, hacking of surface,chiselling the undulated surface wherever necessary and curing etc.,all materials and labour complete in all respects including all lead,lift and descent and as directed by the Enineer in charge.This rate includes the cost of providing Cement Mortar beadings for sun shades, steps,landing slabs,elevation etc.complete complying with standard specifications.
41Supplying and fixing in position C.I.Manhole covers (heavy duty) of various sizes of best approved quality and as per standard specificationsetc.,complete.0.6X0.6M Size etc., complete.
42Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.
43Towards the Supply of GI Pipe(25 mm Dia)
44Towards the Supply of GI Pipe(20 mm Dia)
45Towards the Supply of 2HP(50lpmX50M) Submersible Pumpset with panel board
46Wiring with 2 x 1.5 sqmm (22/0.3) PVC insulated unsheathed Sc Cu.Conductor of 1100V grade in suitable PVCrigid pipe on wall and ceiling with PVC accessories with TW switch box with 5A F.T. switch inflush with wall,covered with hylem sheet of 3mm thick with painting of suitable colour for open PVC light point(SD 21)
47Wiring with 2x 1.5sqmm (22 / 0.3 ) PVC insulated single core unsheathed copper conductor cable of 1100V gradein suitable heavy gauge MS conduit pipe on wall and ceiling with MS accessories with 150mmx 100mm x 75mm MSswitch box for 5A 3 pin non interlocking flush type CS plug wfth painting of suitable colour with continuous earthwire connection of 14 SWG TC wire for open plug point.(SD 10)
48Supply and fixing of 60W LED Focaus light fitting with LED (Lower end) with 32mm dia. GI pipe (class B) with 1 no.32 mm dia GI bend complete on the existing post/ on wall with PVC unsheathed FRLS copper leads with MS clamps and with painting .(SD 458)
49Supply and fixing of single boxtype 4'40W fluores centfitting complete with copper choke and condensor with conduitpipe suspension from the ceiling with PVC unsheathed FRLS copper leads from terminals to the fitting with tube(SD 89)
50Supply and fixing of fancy glass shade and 7W / 9W LED bulb(SD 79)
51Supply and fixing of 4 way Vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63A 4P MCB Isolator as incoming and 12 nos. 6A to 32A SP MCB as outgoing on suitable angle iron frame on wall with earth connection only. Higher End(SD 580)
52Supply and fixing of1200mm (48\\") sweep AC ceiling fan complete with stepped electronic 300 W regulator with1metre down rod with fan clamp with side plates and cross arm of size 450mm (18\\")(SD 106)
53Earth work excavation and depositing on bank within initial lead and lift in classass of soil etc., complete as per (SS 20B) for foundation
54Supply and fillingM Sand including watering wherever necessary and laid in layers not more than 15cm thick compacting etc. complete complyin
55Cement concrete 1:4:8 mix (One cement four sand and eight hard broken stone) using 40mm gauge hard broken granite stone jelly for foundation watering wherever necessary and laid in layers not more than 15cm thick compacting etc. complete complyin
56Reinforced Cement Concrete 1:11/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
57Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Below Ground Level)
58Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Coloumn)
59Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.
60Brick work in following Cement Mortar 1:5 using best quality Country bricks of size 8\\"3/4 x 41/4\\" X2 3/4\\" for foundation and basement including curing etc., complete complying with standard specification. Including scaffolding curing cost of reinforcement etc. all complete as per specifications and drawings as directed by the Engineer in-charge.
61Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface, chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent and as directed.
62Painting 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.
63Provision for MS Gate
64GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56458358
AUTHORITY Local Bodies
TENDER VALUE 70 Lakhs
LAST DATE 30-07-2026
Authority
Authority Name Rural Development And Panchayats Department
Work Description Tender for Renovation Of Chief Ministers Mini Stadium At Gudalur In Gudalur Block, The Nilgiris District - Tn-Pk
Basic Detail
Tender No A2/973/2025/SDAT/Gudalur
Bidding Type Tender
Location
City Nilgiris
State Tamil Nadu
Key Dates
Publish Date 14 Jul 2026
Submission Date 30 Jul 2026
Open Date 31 Jul 2026
Finance
Tender Value 70 Lakhs
Tender Fee Ref. Documents
EMD 70000
Exemption Not Available
Document List
2945f407-1b74-419f-98e8-4384967db091.html
BOQ_824298.xls
PriceBid.pdf
TechnicalBid.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 15 days
Jul 31, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

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html

2945f407-1b74-419f-98e8-4384967db091.html

xls

BOQ_824298.xls

pdf

PriceBid.pdf

pdf

TechnicalBid.pdf

pdf

Tendernotice_1 (10).pdf

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