Relief And Rehabilitation Department Tender
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Relief And Rehabilitation Department Tender
Eprocure
Opening Date28 Feb 2020
Closing Date17 Mar 2020
Tender Amount₹ 12,85,000
Costs
EMD
₹ 25,700Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RR_93734_1Bid Award Id
ViewTender No
e-NIT No73/2019-20/Relief Orgn Dt 27/02/2020Tender Authority
Relief And Rehabilitation Department ViewPurchaser Address
-Website
http://http://jkmigrantrelief.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:5:10 (1 cement: 5 coarse sand :10
graded stone aggregate 40mm nominal
size) Crushed
41.36
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-
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) crushed
57.84
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-
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Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.
958.29
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-
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Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) Dark shade using ordinary cement
74.46
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-
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Providing and laying 60mm thick multicoloured interlocking Paver tiles hydraulicpressed laid over 20mm thick bed of cement mortar 1:4 filled with grout of matching colour all leads lifts and carriages complete Job.
5613.38
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Centering and shuttering including strutting propping etc and removal of form work for.-
50
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-
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Foundations footings. bases of columns
42.3
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-
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Retatning walls. return walls. walls (any
thickness) including attached pilasters.
buttresses. plinth and strmg courses
fillets etc
26.28
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-
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Providing laying Vitrified floor tiles, 300x300mmthickness to be specified by the manufacturer of approved make such as Kajaria, Somany, Vermora, or equavelent for court yard, stairs in all colours and shades laid on 20mm thick Cement mortar in 1:4 (1 cement:4 coarse sand) including grouting the joints with white cement and matching pigment
55.18
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-
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10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 ( 1 clay: 1 cow dung) and covered with flat tile bricks of class designation 1 00 grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat.With Hand moulded F.P.S brick tiles.
30.21
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Providing and laying PVC Sheet Under mud phaska
30.21
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,watering, rolling each layer with half tonne roller or wooden or steel rammers, and rolling every third and top most layer with power roller of minimun 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in :All kinds of soil:Deduct for not rolling with power roller of min 8 tonne for banking excavated earth in layers not exceeding 20 cm in depth.
108.65
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift
upto 1.5m.
12.76
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-
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Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1 :4 ( 1 cement : 4 coarse sand)
0.76
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-
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Extra for brick work in superstructure above plinth level upto floor V level. (By manual means)
0.76
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-
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Halfbrickmasoruuywith non modular mechanized autodaved flyash sand lime bricks of class designation 100 conforming
to IS: 12894 in superstructure above plinth a.nd up to floor V level.Cement mortar 1 :4 ( 1 cement : 4 coarse sand )
10.35
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-
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12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 coarse sand)
26.01
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15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 6 ( 1 cement : 6 coarse sand)
28.32
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Dismentling Connections of existing water tank and then refixing it new platform including replacing of tank nipple/fixing if necessary all complete
1
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Providing and fixing of PVC including 15mm dia for over flow
3.04
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Carriage of material from source to site of work by Mechanical Transport.
-
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Stone aggregate 40mm nominal for 15 Kms
37.17
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Stone aggregate 20mm nominal for 15 Kms
52.05
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Sand for 30 Kms
49.52
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earth for 15 Kms
117.81
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Bricks for 15 Kms
926
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