Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Feb 2023
Closing Date7 Feb 2023
Tender Amount₹ 2,22,576
Costs
EMD
₹ 4,500Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_ZPHD_462370_2Bid Award Id
ViewTender No
NIT12Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://https://www.udzp.in/
GEM & Bid Advisory Services
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BOQ Items
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Brick work with 1st class bricks in cement mortar (1:6)
a) In foundation and plinth
0.64
3138
4919.88
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor
as per relevant IS codes.
(i) Pakur Variety
0.12
723
5980.06
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing
and direction.
a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL
0.01
845
60367.68
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
0.82
167
205
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
0.48
37
77.54
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(b) 15 mm thick plaster
1.1
172
157.14
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(b) 20 mm thick plaster
1.8
292
162.65
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(b) 10 mm thick plaster
0.36
45
126.48
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Construction of circular soak well 2.5 metre deep in all types of sandy soil with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20 mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15 mm thick cement plaster (1:4) on outer face from the top of the well upto G.L and 6 mm thick cement plaster (1:4) on the top of the R.C.C cover slab including filling bottom 1.00 meter of inside of the well with brick metal (50 mm to m63 mm size) including R.C.C cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C manhole cover (heavy type) of approved make supplied, fitted and fixed in the cover slab with necessary fitting, making necessary arrangements for pipe connections, excavation of well including shoring, dewatering and romoving the excess earth from the premises as per direction complete in all respect with all cost of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00 m inside dia. (SAIL/TATA/RINL)
1
15692
15692
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Labour for fitting and fixing U.P.V.C. pipes for above ground work
including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting fioles in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto I.S metre and refilling the same complete as per direction of the Engineer in charge. (Payment will be made on centre line measurement of the total pipeline including specials.
(B) Under Ground
(ii) 110 mm dia.
3
252
84
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Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
(A) (i) Single Socketed 3 Meter Length
(ii) 110 mm dia.
3
876
292
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Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
(A) (i) Single Socketed 3 Meter Length
(ii) 110 mm dia.
3
255
85
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Add CGST @ 18.00%
1
33616
33616.11
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Add Cess @ 1.00%
1
2203
2203.72
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Total for Single Unit SOAK PIT
1
27822
27822
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For 8 unit SOAK PIT
8
222576
27822
Evaluation Notes How It Works ?
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