Hindustan Copper Limited Tender
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Costs
EMD
₹ 35,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_HCL_177755_1Bid Award Id
ViewTender No
RFQ 10665Tender Authority
Hindustan Copper Limited ViewPurchaser Address
-Website
http://https://www.hindustancopper.com/
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Documents
RFQ 10665 Contract for repair and maintenance of quarters in Khetri Nagar Township for the period of Two Years.
BOQ Items
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RANDOM RUBBLE MASONRY WITH HARD STONE IN SUPERSTRUCTURE INCLUDING 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)
27
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6 (1
18
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-
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Half 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)
72
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Half brick masonry with F.P.S. brick of class designation 75 in foundations and plinth in.cement mortar 1:4 (1 cement : 4 coarse sand)
18
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Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
3.6
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars
1440
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REINFORCED CEMENT CONCRETE WORK IN RAFTS, FOOTING, BASES OF COLOUMNS ETC AND MASS CONCRETE EXCLUDING COST OF CENTERING, SHUTTERING AND REINFORCEMENT ALL W
7.2
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PROVIDING 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
7.2
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Providing 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)
18
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
1800
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1
72
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-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up
72
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DISMANTLING 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
252
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Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:In cement mortar
14.4
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
4.32
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.1:3:6 or richer mix
14.4
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Carriage of material by mechanical transport including loading, unloading and stacking:Lime, moorum, building rubbish:Lead 1 KM.
72
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6 mm cement plaster of mix :1:3 (1 cement: 3 fine sand)
144
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20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
900
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 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
450
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15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)
540
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PROVIDING AND FIXING GLASS STRIPS IN JOINTS OF TERRAZO/ CEMENT CONCRETE FLOORS.40 MM WIDE AND 4 MM THICK
144
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Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coa
1000
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PROVIDING 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
1000
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Providing and applying tack coat using hot straight run bitumen of grade 80/100 including heating,spraying the bitumen with mechoperated spray fitted on bitumenoiler,clean & prepare road surface as per specifications:On W.B.M.@0.75 Kg/sqm.
1000
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