Public Administrative Department Local Bodies Closing in 0 days TDR #49320062

Construction Of 2 Seated Toilet At Gandhi Nagar Panchayat Union Middle School In Mandapam Town Panchayat

Issued by Local Bodies · mandapam, Tamil Nadu
Tender Value
6 Lakhs
Estimated cost
Bid Submission
03 Jun 2025
0 days left
EMD
6000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of 2 Seated Toilet At Gandhi Nagar Panchayat Union Middle School In Mandapam Town Panchayat

BOQ

Name of Work: Construction of 2 Seated Toilet at Gandhi Nager Panchayat UnionMiddleSchool in Mandapam Town Panchayat
Sl. No. Item Description
1Earth 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 bedirectedexceptinhardrockrequiring blastinginclusive of shoring shuttering, and baling out water wherever necessary refillingthe sides of foundation withexcavated soilotherthan sand in layers of 15cm thick well rammed andcompleted depositing the surplus excavated soil within the compound inplaces shown by the departmental officers with intiallead and lifts and cleaning and levelling the site etc.,complete as per TNSS23 & 24, V, VI (S2), VII, 9,10
2Plain Cement Concrete of mix 1 : 4 : 8 (One part of Cement four part of sand eight part of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
3Supplying anderrecting centeringfor Sides and Soffits including necessary supports and strutting upto3.29mt height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90mm x60mm and 10BG stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia supported at not more than 75cm centre to centre etccompleteComplying with standard Specification without Strutting.( TNSS NO or NBC No 30(S) 86 86 A V, VI(S3)VII
4Providing 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 requiremnents of IS standards. (No separate payment will be made by the Department for the excess usage of materials) -Footing, Plinth beam, Tie beam/Lintel, Ground Floor Roof beam, salbs, Sloped roof beam and slabs 30 V, VI (S5)VII & 13
5Supplyingand fabrication & placinginposition Steel Reinforcement usingTMT rods for all RCCworksasper the design given including costofsteelandbinding wire etc.,Complete Complying with Std Specification TNSSNo. 86 & 86 AV, VI (S3) ( S6 ) VII
6Brick work in CM 1:5 (one cement & five sand) using IIclass ground moulded bricks of size 9\"X43/8\"X 23/4\" standard specification including finishing, curing,etc., complete complying with standard specification 31 & Similar to 31C V, VI (S5) VII
7PlasteringinC.M. 1 : 5(one part of cement and five part of M- sand) to12 mmthickincludingallcostandconveyanceofallmaterials tositeincludingcostofcementwhichwillbepurcharedlocallybythecontractor and conveyanceofthesametotheactualworksiteandcostformworkincludingwatering curingandallleadsofgoodpotablewaterandallother. 56 & 57
8SpecialPlastering in Cement Mortor 1:3 Mix (one Cement,, Three sand)10mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.TNDSS NO: 56, 57
9Providing UPVC (Un-Plasticized Polyvinyl Chloride)Door: Providing and fixing casement doors fabricatedfrom un-plasticized polyvinyl chloride (uPVC)sections.Profiles: The profiles should be three chamber system which provides high insulation properties with outerframe 60mm x 55mm with an outer wall thickness of2.4mm. The window unit should be designed with allcorner joints mitred and fusion welded. Windowsshould be steel reinforced with 25 x 24 x 25mm steelreinforcement with a thickness of 1mm to havedimensional stability. The sash should be of 60 x102mm. The mullion should be of 60 x 74mm. Theprofiles should have co-extruded seals.Hardware: All the hardware like friction stays, handlesshould be screwed with self tapping screws. Thehandles, locks should be designed so that they cannotbe released from outside.Glazing: The window system should beglazed with5mm plain float glass / 6mm bison lamInstallation: The profiles should be cut to length andwelded 45 degrees. The window should bedesignedsuch that the water drainage does not pass throughthe reinforcement chamber. The window systemshould be fixed directly to the plastered brick wallusing self expanding nylon plug and driving mselectroplated screws into plug. PWD SOR Page No : 108
10Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride)Louvered Ventilators of from the profile the size of outerframe 60mm x 58mm andshutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and100% corrosion free, the profile are multi chamberedsections with wall thick of 2mm. The EPDM rubber (blackcolour) 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 inthe louvers. The window should be fixed to the wall with100% packing with screws and silicon packing all round theframes. The ventilator should be got approved from theExecutive Engineer before use on work(PWD SOR Page No.109 Sl No.M -0675)
11Paving the floor with Ceramictiles 300x300 mm(Required shape and design) of 12 mm thick of approved quality and colour laid in Cement Mortar 1:3 (One part of Cement and Three part of 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)28 V, VI S2 (SS.A)VII
12Paving the floor with pre-polished concrete anti-skid step tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One part ofCement and Three part of 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)28 V, VI S2 (SS.A)VII
13Supplying 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 sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two 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 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.(The water closet should be got approved by the Executive Engineer before use on works).
14SupplyandFixingof25MM Pvc TapincludingallcostofmaterialandLabourincludingallincidentalchargesetc.,completecomplyingwithstandardSpecifications.
15Painting the new plastered walls with two coats of Exterior emulsion paint (weather proof ) first class quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt etc. complete and including necessary plaster paris putty etc. wherever required.as per (ISI STD) (It mustprovide excellent resistance against the growth of algae and fungi on the walls. And it must offer excellent protection against alkali and UV degradation and the durability period should be 5 years. 61 V, VI (S4) 3
16Wiring with 2 x 1.5 sqmm (22 /0.3 ) PVC insulated single core unsheathed copper conductor cable of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories inflush with wall with 3mm thick hylum sheet cover with TW switch box and 5A F.T. switch with continuous earth wire connection of 14 SWG TC wire for making good of the concealed portion with suitable colour for PVC concealed light point / Fan point (For Electronic regulator). etc, complete as per standard specifications.SD 25
17Supply and fixing of ISA equal anglefor truss including cost of Material conveyance of all material, fabrication and fixing charges etc.Completeas per ISI with rust preventive primer & ready to assemble condition for easy installation at site including dismantlingmaking necessary with power drill to the accessories such as supplying and fixing holdfasts, plastic bush inserts receiver runner bottom shock absorbers etc. Complete as Directed by the Departmental Officer.
18Providing Galvalume sheet roofing using 6mm thick including all cost of materials at the site and necessary bolt and nots including all labour charges etc. complete as per standard specification.
19Supplying and Fixing of single box type 2 x 20 W LED Light fitting complete with Electronic Choke and Teakwood Round blocks on wall or ceiling with fluorescent tube with PVC unsheathed copper leads from terminals to the fitting.[ TWAD SOR Electrical Page No ; 168 Sl. No : M-1275 ]

AI Tender Summary

OUR REF NO 49320062
AUTHORITY Local Bodies
TENDER VALUE 6 Lakhs
LAST DATE 03-06-2025
Authority
Authority Name Town Panchayats
Work Description Construction Of 2 Seated Toilet At Gandhi Nagar Panchayat Union Middle School In Mandapam Town Panchayat
Basic Detail
Tender No MANDAPAM 6TH SFC 2025-26
Bidding Type Tender
Location
City mandapam
State Tamil Nadu
Key Dates
Publish Date 24 May 2025
Submission Date 03 Jun 2025
Open Date 03 Jun 2025
Finance
Tender Value 6 Lakhs
Tender Fee Ref. Documents
EMD 6000
Exemption Not Available
Document List
78d55972-b646-43dc-957f-495ebb6ca809.html
BOQ_670475.xls
Tendernotice_1.pdf

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Tender Timeline

May 24, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 03, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 03, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

78d55972-b646-43dc-957f-495ebb6ca809.html

xls

BOQ_670475.xls

pdf

Tendernotice_1.pdf

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