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Tender For Rfq 10665 Contract For Repair And Maintenance Of Quarters In Khetri Nagar Township For The Period Of Two Years., khetri-Rajasthan

Hindustan Copper Limited-HCL has published Tender For Rfq 10665 Contract For Repair And Maintenance Of Quarters In Khetri Nagar Township For The Period Of Two Years.. Submission Date for this Tender is 06-01-2024. Building Work Tenders in khetri Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

41091913
Corrigendum : Tender For Rfq 10665 Contract For Repair And Maintenance Of Quarters In Khetri Nagar Township For The Period Of Two Years.
Open Tender
Indian
Rajasthan
khetri
06-01-2024

Tender Details

Rfq 10665 Contract For Repair And Maintenance Of Quarters In Khetri Nagar Township For The Period Of Two Years.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Jan-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 06-01-2024

Key Value

Document Fees
Refer document
EMD
INR 35000.0 /-
Tender Value
INR 17.35 Lakhs /-

BOQ Items

Name of Work: Contract for repair and maintenance of quarters in Khetri Nagar Township for the period of Two Years.
Sl. No. Item Description
1PROVIDING & FIXING STONE DOOR FRAME OF REQUIRED SIZE INCLUDING DOWELS,GROUTED IN CEMENT MORTAR 1:3 WITH NECESSARY HOLES FOR FIXING HINGES,DOOR BOLT ETC COMPLETE AS PER DIRECTION OF ENGINEER-IN-CHARGE.
240 mm thick marble chipsflooring, rubbed and polished to granolithic finish,underlayer 28mmthickcement concrete1:2:4(1cement:2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer12mmthickwith
3Centeringandshutteringincludingstrutting,proppingetc.and removal of form for : Foundations,footings,basesofcolumns,etc.for mass concrete.
4RANDOM RUBBLE MASONRY WITH HARD STONE IN SUPERSTRUCTUREINCLUDING LEVELLING UP WITH CEMENT CONCRETE 1:6:12 ( 1 CEMENT : 6 COARSE SAND :12 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE ) WITH CEMENT MORTAR 1:6 (1 CEMENT : 6 COARS SAND)
5Randomrubblemasonrywithhard stone in foundationand plinthincludinglevelling up withcementconcrete1:6:12(1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6 (1
6Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)
7Half brickmasonrywith F.P.S. brickof classdesignation 75in foundations and plinth in.cement mortar 1:4 (1 cement : 4 coarse sand)
8BrickworkwithF.P.S.bricksofclassdesignation75in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
9ReinforcementforR.C.C. workincludingstraightening,cutting, bending, placing in position and binding all complete. Cold twisted bars
10REINFORCED CEMENT CONCRETE WORK IN RAFTS, FOOTING, BASES OF COLOUMNS ETC AND MASS CONCRETE EXCLUDING COST OF CENTERING, SHUTTERING AND REINFORCEMENTALL W
11PROVIDING AND LAYING IN POSITION CEMENT CONCRETE 1:4:8 (1 CEMENT: 4 COARSE SAND: 8 GRADED STONE AGGREGATE 40 M.M. NOMINAL SIZE) EXCLUDING SHUTTERING
12Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
13Dismantlingoldplasterorskirtingrakingoutjointsandcleaningthe surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
14Filling available excavated earth (excluding rock) in trenches, plinth, sidesoffoundationsetc.in layersnotexceeding20cmindepth, consolidating each depositedlayerby ramming andwatering, lead up to 50 m and lift upto 1
15Earthworkinexcavationbymechanicalmeans(Hydraulic excavator)/manualmeansinfoundationtrenchesordrains(not exceeding 1.5 m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift up
16DISMANTLING DOORS WINDOWS AND CLERSTORY WINDOWS (STEEL OR WOOD) SHRTTER INCLUDING CHOWKHATS, ARCHITRAVE, HOLDFASTS ETC. COMPLETE AND DEPOSITING THE SAME IN CENTRAL/SITE STORES. OF AREA 3 SQ.M AND BELOW
17Demolishingstonerubblemasonrymanually/bymechanicalmeans including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:In cement mortar
18DemolishingR.C.C.workmanually/bymechanicalmeansincluding stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
19Demolishingcementconcretemanually/bymechanicalmeans including disposal of material within 50 metres lead as per direction of Engineer - in - charge.1:3:6 or richer mix
20Carriage of material by mechanical transport including loading, unloading and stacking:Lime, moorum, building rubbish:Lead 1 KM.
216 mm cement plaster of mix :1:3 (1 cement: 3 fine sand)
2220 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
23Cement concrete flooring1:2:4 (1 cement : 2 coarse sand :4graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm nomin
2415 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)
25PROVIDINGAND FIXING GLASSSTRIPS INJOINTSOFTERRAZO/CEMENTCONCRETE FLOORS.40 MM WIDE AND 4 MM THICK
26ProvidingandlayingBitumenPenetrationMacadamwithhardstone aggregateofquality,sizeandgradingasspecified,withbitumenof suitable penetration grade including required key aggregate as specified, spreadingcoa
27PROVIDING AND LAYING SEAL COAT OF PREMIXED FINE AGGREGATE (PASSING 2.36 MM AND RETAINED ON 180 MICRON SIEVE) WITH BITUMIN USING 128 KG OF BITUMEN OF GRADE 80/100 BITUMEN PER CUM OF FINE AGGREGATE AND 0.60 CU.M OF FINE AGGREGATE PER 100 SQM
28Providing and applying tack coat using hot straight run bitumen of grade 80/100 includingheating,spraying the bitumen with mechoperated spray fitted on bitumenoiler,clean & prepare road surface as per specifications:On W.B.M.@0.75 Kg/sqm.
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