Central Agricultural University Tender
View complete overview of Meghalaya CAU Tender
Central Agricultural University - CAU Tender
Eprocure
Opening Date24 Dec 2019
Closing Date13 Jan 2020
Tender Amount₹ 10,81,600
Costs
EMD
₹ 21,632Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CAU_530009_1Bid Award Id
ViewTender No
CHS/CAU05/const/04/vol-v(pt)Tender Authority
Central Agricultural University ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Sub Head: PLCC work
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Plain cement concrete works with coarse aggregate of sizes 13mm to 32 mm in foundation bed for footing steps, wall, brick works etc. asd directed and specified i/c dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately).
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(b) In prop.1:4:8 ( 1 cemnet:4 coarse sand:8 coarse agg.by volume (using mixture machine)
5.9
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Sub Head: Steel work:-
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Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, confiriming to relevant I.S Code for R.C.C. work/R.B wailing i/c straightening, cleaning , cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs , spaces etc complete.(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc and no measurements for the same is required.)
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(a) from primary Sources like TATA/ SAIL/ ESSAR/ JINDL/ SHYAM/RINL
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(i) TMT Corrosion resistant steel (CRS) reinforcement bar
14.413
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Sub Head: Form work ( Mat/Raft footing):-
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Providing form work of ordinary timber palnking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish i/c centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4m as specified for the following the following items.
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a) Foundation , footings, bases of columns, piles cap, raft and mass concrete works etc.
5.07
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Sub Head: RCC (Mat / Raft footing):-
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Providing & laying cement concrete in Reinforcement Cement Concrete works using Concrete Mixture Machine with coarse sand & 20 mm down graeded stone aggregate including dewatering if necessary , and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separtely)
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In foundation and sub-structure including footing, columns with base, tie and plinth beam, piles cap, raft slab, base slab, RCC walls, retaining walls of septic tank, inspection pit and the like and other works not less than 100 mm thick up to Plinth Level.
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a) M-20 or Prop.1:1.5: 3
6.43
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Sub Head: Form work(1st lift):-
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Providing form work of ordinary timber palnking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish i/c centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4m as specified for the following the following items.
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a)Square , Rectangular ,polygonal in plan or any shape like Tee/L etc having plane vertical face.
47.34
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Sub Head: RCC (1st lift):-
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Providing & laying cement concrete in Reinforcement Cement Concrete works using Concrete Mixture Machine with coarse sand & 20 mm down graeded stone aggregate including dewatering if necessary , and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separtely)
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In foundation and sub-structure including footing, columns with base, tie and plinth beam, piles cap, raft slab, base slab, RCC walls, retaining walls of septic tank, inspection pit and the like and other works not less than 100 mm thick up to Plinth Level.
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a) M-20 or Prop.1:1.5: 3
5.75
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Sub Head: Form work ( 2nd lift):-
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Providing form work of ordinary timber palnking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish i/c centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4m as specified for the following the following items.
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a)Square , Rectangular ,polygonal in plan or any shape like Tee/L etc having plane vertical face.
47.7
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Sub Head: RCC ( 2nd lift):-
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Providing & laying cement concrete in Reinforcement Cement Concrete works using Concrete Mixture Machine with coarse sand & 20 mm down graeded stone aggregate including dewatering if necessary , and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separtely)
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In foundation and sub-structure including footing, columns with base, tie and plinth beam, piles cap, raft slab, base slab, RCC walls, retaining walls of septic tank, inspection pit and the like and other works not less than 100 mm thick up to Plinth Level.
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a) M-20 or Prop.1:1.5: 3
5.84
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Sub Head:Plater work:-
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10 mm thick cement plaster in single coat on fair side/concrete walls for interior plastering up to 1st floor level i/c arises or rounded angles not exceeding 80 mm pirth and finished even and smoth i/c curing complete as directed .
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(c) In cement mortor 1:3
61.89
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Sub Head: Earth filling:
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Earthwork in filling including necessary carriage, watering, ramming etc complete as directed and specified.
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b) with available excavated earth i/c breaking of clods, consolidating each layer by ramming and watering with all lead and lifts.
13.104
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Sub Head: Form work (SLAB):-
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Providing form work of ordinary timber palnking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish i/c centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4m as specified for the following the following items.
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a)Flat Surfaces such as soffits of suspended floors, roofs, landings, cantilever slabs, chajjas, balconies and the like.
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ii) Thickness of floors/slab above 200mm
22.57
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Sub Head: Steel work (slab):-
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Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, confiriming to relevant I.S Code for R.C.C. work/R.B wailing i/c straightening, cleaning , cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs , spaces etc complete.(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc and no measurements for the same is required.)
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(a) from primary Sources like TATA/ SAIL/ ESSAR/ JINDL/ SHYAM/RINL
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(i) TMT Corrosion resistant steel (CRS) reinforcement bar
5.99
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Sub Head:Plater work (slab):-
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10 mm thick cement plaster in single coat on fair side/concrete walls for interior plastering up to 1st floor level i/c arises or rounded angles not exceeding 80 mm pirth and finished even and smoth i/c curing complete as directed .
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(c) In cement mortor 1:3
21.07
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Sub Head: PLCC work(plinth protection)-
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Plain cement concrete works with coarse aggregate of sizes 13mm to 32 mm in foundation bed for footing steps, wall, brick works etc. asd directed and specified i/c dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately).
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(b) In prop.1:4:8 ( 1 cemnet:4 coarse sand:8 coarse agg.by vo;ume (using mixture machine)
8.39
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Sub Head:Plater work(plinth protection):-
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10 mm thick cement plaster in single coat on fair side/concrete walls for interior plastering up to 1st floor level i/c arises or rounded angles not exceeding 80 mm pirth and finished even and smoth i/c curing complete as directed .
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(c) In cement mortor 1:3
10.57
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Sub Head:Earth work(protetcion wall):-
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Earthwork in excavation in foundation trenches,including dressing of sides and ramming of the bottom i/c stacking of serviceable stones,disposal and removal of excation earth within a lead of 50m and lift of 1.50m complete as directed.
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(a ) In medium rock of hard shale
4.1
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Sub Head: PLCC work
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Plain cement concrete works with coarse aggregate of sizes 13mm to 32 mm in foundation bed for footing steps, wall, brick works etc. asd directed and specified i/c dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately).
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(b) In prop.1:4:8 ( 1 cemnet:4 coarse sand:8 coarse agg.by volume (using mixture machine)
1.69
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Sub Head: RR masonry work
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stone masonry work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop.1:6 with levelling course of 1:6:12 with unsize stone/Mawthup both faces hammer dressed i/c bonding, providing face stone, through stone and centering i/c racking of joints, curring and supplying and all carriage of stone as directed.
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(a) Coursed Rubble Masonry
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ii) In Super-structure upto Plinth Level
4.88
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Sub Head: Steel work( PUMP House):-
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Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, confiriming to relevant I.S Code for R.C.C. work/R.B wailing i/c straightening, cleaning , cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs , spaces etc complete.(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc and no measurements for the same is required.)
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(a) from primary Sources like TATA/ SAIL/ ESSAR/ JINDL/ SHYAM/RINL
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(i) TMT Corrosion resistant steel (CRS) reinforcement bar
0.54
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Sub Head: Form work ( columns)
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Providing form work of ordinary timber palnking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish i/c centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4m as specified for the following the following items.
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c) columns,Pillars, Posts & strut
7.2
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Sub Head: Brick work :-
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brick work in cement mortar with 1st class brick i/c racking out joints and curing complete in sub-structure upto plinth level i/c dewatering if necessary as directed.
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c)In proportion 1:3 ( 1 cement:3 sand)
10.8
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Sub Head: Form work (SLAB):-
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Providing form work of ordinary timber palnking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish i/c centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4m as specified for the following the following items.
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a)Flat Surfaces such as soffits of suspended floors, roofs, landings, cantilever slabs, chajjas, balconies and the like.
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i) Thickness of floors/slab upto 200mm
12.68
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Sub Head: Steel work( PUMP House slab)-
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Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, confiriming to relevant I.S Code for R.C.C. work/R.B wailing i/c straightening, cleaning , cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs , spaces etc complete.(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc and no measurements for the same is required.)
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(a) from primary Sources like TATA/ SAIL/ ESSAR/ JINDL/ SHYAM/RINL
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(i) TMT Corrosion resistant steel (CRS) reinforcement bar
0.38
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Sub Head: RCC ( 2nd lift):-
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Providing & laying cement concrete in Reinforcement Cement Concrete works using Concrete Mixture Machine with coarse sand & 20 mm down graeded stone aggregate including dewatering if necessary , and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separtely)
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In foundation and sub-structure including footing, columns with base, tie and plinth beam, piles cap, raft slab, base slab, RCC walls, retaining walls of septic tank, inspection pit and the like and other works not less than 100 mm thick up to Plinth Level.
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a) M-20 or Prop.1:1.5: 3
5.69
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Sub Head:Plater work:-
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10 mm thick cement plaster in single coat on fair side/concrete walls for interior plastering up to 1st floor level i/c arises or rounded angles not exceeding 80 mm pirth and finished even and smoth i/c curing complete as directed .
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(c) In cement mortor 1:3
48.41
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Sub Head: Steel Ladder
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Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, confiriming to relevant I.S Code for R.C.C. work/R.B wailing i/c straightening, cleaning , cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs , spaces etc complete.(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc and no measurements for the same is required.)
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(a) from primary Sources like TATA/ SAIL/ ESSAR/ JINDL/ SHYAM/RINL
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(i) TMT Corrosion resistant steel (CRS) reinforcement bar
0.16
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Sub Head: Earth Work:
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Earthwork in excavation in foundation trenches,including dressing of sides and ramming of the bottom i/c stacking of serviceable stones,disposal and removal of excation earth within a lead of 50m and lift of 1.50m complete as directed.
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(a ) In medium rock of hard shale
1.98
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Sub Head: PLCC work
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Plain cement concrete works with coarse aggregate of sizes 13mm to 32 mm in foundation bed for footing steps, wall, brick works etc. asd directed and specified i/c dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately).
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(b) In prop.1:4:8 ( 1 cemnet:4 coarse sand:8 coarse agg.by volume (using mixture machine)
1.2
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Sub Head: steel work
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Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, confiriming to relevant I.S Code for R.C.C. work/R.B wailing i/c straightening, cleaning , cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs , spaces etc complete.(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc and no measurements for the same is required.)
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(a) from primary Sources like TATA/ SAIL/ ESSAR/ JINDL/ SHYAM/RINL
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(i) TMT Corrosion resistant steel (CRS) reinforcement bar
2.2
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Sub Head: Form work
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Providing form work of ordinary timber palnking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish i/c centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4m as specified for the following the following items.
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a) Foundation , footings, bases of columns, piles cap, raft and mass concrete works etc.
0.81
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Sub Head: RCC work
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Providing & laying cement concrete in Reinforcement Cement Concrete works using Concrete Mixture Machine with coarse sand & 20 mm down graeded stone aggregate including dewatering if necessary , and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separtely)
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In foundation and sub-structure including footing, columns with base, tie and plinth beam, piles cap, raft slab, base slab, RCC walls, retaining walls of septic tank, inspection pit and the like and other works not less than 100 mm thick up to Plinth Level.
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a) M-20 or Prop.1:1.5: 3
0.61
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Sub Head: Form work
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Providing form work of ordinary timber palnking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish i/c centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4m as specified for the following the following items.
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a)Square , Rectangular ,polygonal in plan or any shape like Tee/L etc having plane vertical face.
9.63
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Sub Head: RCC work :-
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Providing & laying cement concrete in Reinforcement Cement Concrete works using Concrete Mixture Machine with coarse sand & 20 mm down graeded stone aggregate including dewatering if necessary , and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separtely)
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In foundation and sub-structure including footing, columns with base, tie and plinth beam, piles cap, raft slab, base slab, RCC walls, retaining walls of septic tank, inspection pit and the like and other works not less than 100 mm thick up to Plinth Level.
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a) M-20 or Prop.1:1.5: 3
1.01
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Sub Head: G.I Pipe :-
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Supplying fitting and fixing G.I Pipes ( TATA/SAIL/NEZONE and their equivalent) with necessary 'R' brand or similar approved G.I fittings such as bend , tee, elbow, reducer, nipple, plug, long screw fitting, H.W clamps etc complete at all levels i/c below G.L as directed and specified.
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a) 50mm dia
73.55
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S.I.T.C ( Supplying, Installation, Testing & Commissioning) of Electric Motor driven Booster Pump set of capacity 450 Lpm at 25 Mtr. Head coomplete in all respect i.e comprising pump , 7.5 HP Mortor of 2900 rpm, pin bush type coupling, coupling guard, common base frame , cushyfoot mounting, foundation bolt etc.
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I.E.I ( External/Internal Electrical Installation)
1
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