Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #45905484

Tender For Construction Of Co.Location Of Common Service Centre Building

Issued by Local Bodies · kurinjipadi, Tamil Nadu
Tender Value
5 Lakhs
Estimated cost
Bid Submission
25 Oct 2024
0 days left
EMD
5000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Co.Location Of Common Service Centre Building

BOQ

Name of Work: Construction of Co.location of common service centre building
Sl. No. Item Description
1Earthworkexcavationforfoundation(for narrow excavation)tofulldepth asper designed in allsoils and sub soilsexcept soft disintegratedrocknotrequiringblastingand hardrockrequiringblastingandbailingwater wherever necessary. Refilling the sides of foundationwith excavatedearth otherthan sand in layers of well rammed and compacted and depositing the surplus earth inplaces shownbythedepartmentalofficerswithan initialleadof10mandinitialliftof2mand clearingandlevelingthesiteetc.complete complying with standard specification.
2Supplying and filling in foundations and basementwithfillingM-sandinlayersnot exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.
3Plain Cement Concrete 1 : 4 :8 ( one part of cement,fourpartsofsandandeightpartsof hard broken stone ) using 40 mm gauge hand brokenhardbrokengranitestonejelly complyingwithstandardspecificationsinfoundations and basement.
4Refillingtheapprovedgoodqualityearthin plinths,areadevelopmentetc.wherever specifiedinlayersisnotexceeding200mmthick, with available earth at site.
5Supplyingandfillingof goodearthfilling locallyavailableearthtransportedfromthe outside including consolidation,leveling specified inlayersofnotexceeding200mmthick., etc. complete.
6Footing, Plinth Beam, etc.
7Plainsurfacessuchasroofslab,floorslab, beams,lintels,loft,sillslab,staircasewaist,portico slab and other similar works.
8Squareandrectangularcolumnsandsmall quantitiessuchassunshades,parapetcum drops, window boxing, fin projections and othersimilar works.
9Foundation & Basement
10Ground Floor
11Steel - Fe 500 : Supply, fabrication and placingofreinforcementsteelofhighyield strength ribbed barsof variousdiameters and gradeconformingtoIS1786forreinforced concretework.Theworkincludesrecoiling, straightening, cutting, bending, fabricating, and placinginposition,atalllevelsincludinglead andlift,accordingtodrawings,specifications etc.complete andsupply &use of18G black annealedbindingwiredoublefoldtotiethe bars in position and providing precast cement/ PVCcoverblocksformainreinforcementto ensure specified cover and complete., includingalllaborchargesetcasdirectedby departmental officers.
12Foundation basement
13Ground floor
14GroundFloor
15PLASTERING WORK Supplying and applying of two coats of putty of3mmthickovertheexposedRCCsurfaceof ceilingincludingfinishingthejointssmoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. TheSurfaceshallthenbeallowedtodryfor atleast 48 hours.It shall then be sand papered (waterproofabrasive sheet) to give a smoothandevensurface. Anyunevenness shallbemadegoodbyapplying1stcoatof puttymixedwithwaterontheentiresurface includingfillinguptheundulationsand applying 2nd coat of putty after 6 hours of 1st coatofputtyandthensandpapering (waterproof abrasive sheet) the same after it is dryandfinishingthesurfacesmoothly,etc., completecomplyingwithstandard specifications and as directed by the DepartmentalOfficers.[Theratesareinclusive of hire charges for grinding machine
16Providing&applying12mmthick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand)towallsinternallyinsinglecoatatall levels to correct line and level including chickenwiremeshatalljointsofbrickand concretesurfaceswithminimumoverlapof 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands,projections,etc.andcleaningof surface,rakingoutjoints,rougheningof surface, chiselingtheundulatedsurface wherever necessary andcuring,etc., all materialsandlaborcompleteinallrespects includingalllead,liftanddescentand asdirected.
17Providing&applying12mmthick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand)towallsexternallyinsinglecoatatall levels to correct line and level including 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 surfacewherevernecessaryandcuring,etc., all materials and labor complete in all respects includingalllead,liftanddescentand asdirected.
18Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mmof approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone M.Sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works)
19An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc.,complete
20Manufacturing, supplying and fixing of Steel doors with following specification.MS angle of size 40x40x6mm at 3.5 kg/m used for outer frame and MS Angle of size 35x35x5mm at 2.6 Kg/m for the shutter frame.Stiffeners with 32x6mm at 1.5 Kg/m MS Flat is provided as the lock rail of the door and welded intact on both ends to the shutter frame.18 G CR Sheets of best quality is laid as panel in the shutter frames.18x5mm at 0.70 kg/m MS flat is welded over the 32x6mm at 1.50kg/m MS Flat on the rear side of the door, sandwiching the CR Sheet for rigidity. Additional stiffeners with 18x5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter. 300mm length of hinges 2Nos, for shutter is provided.6 Nos. of 250mm length hold fasts 200mm length specified at the ends are welded to the outer frame of the door.Tower bolt 2 Nos. at the top provided.
21Supplying and Painting new ceiling plasteredsurfacewithtwocoatsofdistemperingone coat of distemper primer
22Supplying and Painting new plastered internalwallsurfacewithtwocoatsofdistemperingone coat of distemper primer
23Supplying and painting the walls with one coat of wall primer and two coats of Exterior emulsion(apexorequivalent)asinstructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications(Thecolourandshadeofthe cementpaintshallbegotapprovedbythe Executive Engineer before use of work).
24Weathering Course Concrete using best qualitybrokenbrickjellyof20mmuniform gaugeinpureslakedlime(NOSandtobe used ( over the RCC roof slab in the proportion of brick jelly to lime being 32 : 121/2 by volume laid over in single layer and consolidated to the required slope and finished thickness and beatingtheconcretewithwoodenbeatersof approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etc. complete complying with standard specifications and as directed
25Finishingthetopofroofwithonecourseof machine pressed tiles of size 230mm x 230mmx20mmofapprovedqualitysetin CementMortar1:3(OneCementandThree Sand)12mmthickmixedwithwaterproofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complyingwithstandardspecificationandas directed by the departmental officers.
26Paintingnewironworkssuchassteeldoors, windows, ventilators, window bars, balustrades etc., with two coats of best approvedfirst qualityandcolourofsyntheticenamelpaint overtheexistingredoxideprimingcoatinall floors excluding cost of priming coat etc., completecomplyingwithstandard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
27Supplyingandfixingcuddapahslabfor cupboard shelf
28Supplying and fixing PVC Rain water down fall pipes of following dia meter etc., complete.
29Earthworkexcavationforfoundation(for narrow excavation)tofulldepth asper designed in allsoils and sub soilsexcept soft disintegratedrocknotrequiringblastingand hardrockrequiringblastingandbailingwater wherever necessary. Refilling the sides of foundationwith excavatedearth otherthan sand in layers of well rammed and compacted and depositing the surplus earth inplaces shownbythedepartmentalofficerswithan initialleadof10mandinitialliftof2mand clearingandlevelingthesiteetc.complete complying with standard specification.
30Supplying and filling in foundations and basementwithfillingM-sandinlayersnot exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.
31Plain Cement Concrete 1 : 4 :8 ( one part of cement,fourpartsofsandandeightpartsof hard broken stone ) using 40 mm gauge hand brokenhardbrokengranitestonejelly complyingwithstandardspecificationsinfoundations and basement.
32Refillingtheapprovedgoodqualityearthin plinths,areadevelopmentetc.wherever specifiedinlayersisnotexceeding200mmthick, with available earth at site.
33Supplyingandfillingof goodearthfilling locallyavailableearthtransportedfromthe outside including consolidation,leveling specified inlayersofnotexceeding200mmthick., etc. complete.
34Supplyingand erecting Centeringand Shuttering for soffits including necessary supportsandstruttingupto3Mheightfor planesurfacesasdetailedbelowinallfloorsFooting, Plinth Beam, etc.
35Plainsurfacessuchasroofslab,floorslab, beams,lintels,loft,sillslab,staircasewaist,portico slab and other similar works.
36Squareandrectangularcolumnsandsmall quantitiessuchassunshades,parapetcum drops, window boxing, fin projections and othersimilar works.
37Providing and layingin position, M-20 Grade inaccordancewithIS:456-2000,using20mm and down grade hard broken granite stone jelly for all RCC Items of works with minimum cementcontentof350kg/m3andmaximum water cement ratio of 0.50, including admixture (Plasticiser / super plasticiser) in recommendedproportionsasperIS:9130to accelerate, Foundation & Basement
38Super structure
39Steel - Fe 500 : Supply, fabrication and placingofreinforcementsteelofhighyield strength ribbed barsof variousdiameters and gradeconformingtoIS1786forreinforced concretework.Theworkincludesrecoiling, straightening, cutting, bending, fabricating, and placinginposition,atalllevelsincludinglead andlift,accordingtodrawings,specifications etc.complete andsupply &use of18G black annealedbindingwiredoublefoldtotiethe bars in position and providing precast cement/ PVCcoverblocksformainreinforcementto ensure specified cover and complete., includingalllaborchargesetcasdirectedby departmental officers.
40Brick work in following Cement Mortar 1:5 using best quality IIclasstablemoulded bricks8\"3/4x41/4\"X23/4\"forfoundation andbasementincludingcuringetc.,complete complying with standard specification.including scaffolding curing cost of reinforcement etc.all completeasperspecificationsanddrawings as directed by the Engineer in-charge.Foundation basement
41Ground floor
42Brick partition walls of 11.50cm thickness using best qualityII class table moulded bricks 8\"3/4 x 41/4\" X23/4\" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. GroundFloor
43Supplying and applying of two coats of putty of3mmthickovertheexposedRCCsurfaceof ceilingincludingfinishingthejointssmoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. TheSurfaceshallthenbeallowedtodryfor atleast 48 hours.It shall then be sand papered (waterproofabrasive sheet) to give a smoothandevensurface. Anyunevenness shallbemadegoodbyapplying1stcoatof puttymixedwithwaterontheentiresurface includingfillinguptheundulationsand applying 2nd coat of putty after 6 hours of 1st coatofputtyandthensandpapering (waterproof abrasive sheet) the same after it is dryandfinishingthesurfacesmoothly,etc., completecomplyingwithstandard specifications and as directed by the DepartmentalOfficers.[Theratesareinclusive of hire charges for grinding machine
44Providing&applying12mmthick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand)towallsinternallyinsinglecoatatall levels to correct line and level including chickenwiremeshatalljointsofbrickand concretesurfaceswithminimumoverlapof 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands,projections,etc.andcleaningof surface,rakingoutjoints,rougheningof surface, chiselingtheundulatedsurface wherever necessary andcuring,etc., all materialsandlaborcompleteinallrespects includingalllead,liftanddescentand asdirected.
45Providing&applying12mmthick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand)towallsexternallyinsinglecoatatall levels to correct line and level including 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 surfacewherevernecessaryandcuring,etc., all materials and labor complete in all respects includingalllead,liftanddescentand asdirected.
46Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mmof approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone M.Sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works)
47Manufacturing, supplying and fixing of steel sheeted windows An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc.,complete
48Manufacturing, supplying and fixing of Steel doors with following specification.MS angle of size 40x40x6mm at 3.5 kg/m used for outer frame and MS Angle of size 35x35x5mm at 2.6 Kg/m for the shutter frame.Stiffeners with 32x6mm at 1.5 Kg/m MS Flat is provided as the lock rail of the door and welded intact on both ends to the shutter frame.18 G CR Sheets of best quality is laid as panel in the shutter frames.18x5mm at 0.70 kg/m MS flat is welded over the 32x6mm at 1.50kg/m MS Flat on the rear side of the door, sandwiching the CR Sheet for rigidity. Additional stiffeners with 18x5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter. 300mm length of hinges 2Nos, for shutter is provided.6 Nos. of 250mm length hold fasts 200mm length specified at the ends are welded to the outer frame of the door.Tower bolt 2 Nos. at the top provided.
49Supplying and Painting new ceiling plasteredsurfacewithtwocoatsofdistemperingone coat of distemper primer
50Supplying and Painting new plastered internalwallsurfacewithtwocoatsofdistemperingone coat of distemper primer
51Supplying and painting the walls with one coat of wall primer and two coats of Exterior emulsion(apexorequivalent)asinstructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications(Thecolourandshadeofthe cementpaintshallbegotapprovedbythe Executive Engineer before use of work).
52Weathering Course Concrete using best qualitybrokenbrickjellyof20mmuniform gaugeinpureslakedlime(NOSandtobe used ( over the RCC roof slab in the proportion of brick jelly to lime being 32 : 121/2 by volume laid over in single layer and consolidated to the required slope and finished thickness and beatingtheconcretewithwoodenbeatersof approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etc. complete complying with standard specifications and as directed
53Finishingthetopofroofwithonecourseof machine pressed tiles of size 230mm x 230mmx20mmofapprovedqualitysetin CementMortar1:3(OneCementandThree Sand)12mmthickmixedwithwaterproofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complyingwithstandardspecificationandas directed by the departmental officers.
54Paintingnewironworkssuchassteeldoors, windows, ventilators, window bars, balustrades etc., with two coats of best approvedfirst qualityandcolourofsyntheticenamelpaint overtheexistingredoxideprimingcoatinall floors excluding cost of priming coat etc., completecomplyingwithstandard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
55Supplyingandfixingcuddapahslabfor cupboard shelf
56Supplying and fixing PVC Rain water down fall pipes of following dia meter etc., complete.
57Wiring 2 x 1.5 sq.mm (22/0.30)PVC insulated unsheathed SC.cu.conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colour for concealedPVC light/ fan point (SD No.25)
58Supply and fixing of4\"-18WLED tube with fitting inclusive of all charges M1211
59Wiring 2 x 1.5 sq.mm (22/0.30)PVC insulated unsheathedSC.cu. conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colour for concealed PVC plug point (SD No.38) 5 pin plug point
60supply and fixing of 1200mm sweep AC ceiling fan complete with stepped electronic regulator with 300mm down rod on the existing clamp SD 106
61Supply and run of 2 of 1.50 Sq.mm polythene insulated PVC sheathed heavy duty SC Copperconductor of 1100 V grade on 7/20 GI bearer wire for service connection mains (SD No.64)
62qualilty control
63Ramp arrangements
64Name board

AI Tender Summary

OUR REF NO 45905484
AUTHORITY Local Bodies
TENDER VALUE 5 Lakhs
LAST DATE 25-10-2024
Authority
Authority Name Rural Development And Panchayats Department
Work Description Construction Of Co.Location Of Common Service Centre Building
Basic Detail
Tender No B3/283/2024 RRGSA
Bidding Type Tender
Location
City kurinjipadi
State Tamil Nadu
Key Dates
Publish Date 24 Oct 2024
Submission Date 25 Oct 2024
Open Date 25 Oct 2024
Finance
Tender Value 5 Lakhs
Tender Fee Ref. Documents
EMD 5000
Exemption Available
Document List
Tendernotice_1.pdf
19a36fec-01db-47b5-9a7f-c04befe1f60e.html
BOQ_589812.xls
DOC.pdf

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Tender Timeline

Oct 24, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 25, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 25, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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pdf

Tendernotice_1.pdf

html

19a36fec-01db-47b5-9a7f-c04befe1f60e.html

xls

BOQ_589812.xls

pdf

DOC.pdf

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