Department Of Agriculture Tender
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Department Of Agriculture - DOA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Jan 2025
Closing Soon28 Jan 2025
Tender Amount₹ 5,01,888
Costs
EMD
₹ 10,038Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Check Dam At Kantapahari Bahalaburi
Description
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Contact
Tender Id
2025_DOA_799654_9Tender No
NIT/14/24-25/PIA/WDC-2.0/01/PBTender Authority
Department Of Agriculture ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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[Ref- Page-24, Item. No.-4, PWD & 3rd. Corrigenda Page - 10]
Ordinary Cement concrete (mix 1:2:4) with graded stone chips(20 mm nominal size)excluding shuttering and reinforcement, if any, in ground floor as per relevant IS
codes. (d) With local hard blackstone variety chips (crusher broken)
Abutment 2x 9.00 x 1.20 x 0.20 = 2 x 3.00 x 0.825 x 2.10 = 2x 6.00 x 0.825 x 1.80 = U/S Wing 2 x 3.00 x 1.20 x 0.20 = 2 x 3.00 x 0.825 x 2.10 = D/S Wing 2 x 3.00 x 1.00 x 0.20= 2 x 3.00 x 0.725 x 1.50= Bed 1 x 5.00 x 9.00 x 0.30 = U/S Cut off 1 x 5.00 x 0.25 x 1.00 = D/S Cut off 1 x 5.00 x 0.25 x 1.20 = Spill 1 x 5.00 x 1.05 x 1.20 = Toe Wall base 1 x 8. 00 x 0.60 x 0.20= 1 x 8.00 x 0.25 x 0.40=
76.42
4218
322339.56
... More
(Ref-Page-C-27, Item. No.-2.94, I&WD]
Cost of stone / laterite boulder at quarry site including Royalty (Royalty certificate in original from competent authority are to be submitted along with the bill, otherwise
amount due towards Royalty of stone/laterite boulder will be deducted from the bills of works).c) Laterite Boulder (Each weighing 20 kg & upto 40 kg)
D/S Apron 1x 6.50 x 1.500 x 0.15 =
1.46
424
620.31
... More
[Ref - Page-C-19, Item. No.-2.57, I&WD]
Labour charges for boulder pitching on top and slope by placing required boulders (each weighing 25 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge.
(a) Over Jhama Khoa / metal filter/ Geo-textile filter.
D/S Apron 1x 6.50 x 1.500 x 0.15 =
1.46
501
732.96
... More
[Ref- Page-42, Item. No.-36, PWD]
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard woodplanks 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
Bed 2x 5.00 x 0.30 = 2 x 9.00x 0.30 =
U/S Cut off 2 x 5.00 x 1.00 =
D/S Cut off 2 x 5.00 x 1.20 =
Spill 1x 5.00x 1.20 =
Friction Block 11x 1.20 x 0.30 =
U/S Wing (Vertical + Slope length) 2 x 3.00 x 4.70 =
Side 2x 0.825 x 2.30 =
Abut 2x 3.00 x 4.70 = 2 x 6.00 x 4.10 =
D/S Wing (Vertical + Slope length) 2X 3.00 x 3.50 =
Side 2X 0.725 x 1.70 =
Toe Wall 2 x 8.00 x 0.60 =
182.82
321
58685.22
... More
[Ref- Poge-189, Item. No.-1, PWD & 3rd. Corrigenda Page - 50]
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) (ii) With 1:4 cement mortar, (c) 10 mm thick plaster
Abutment 2x 3.00 x 2.25 = 2x 6.00 x 2.05 =
U/S Wing 2x 3.00 x 2.85 =
Side 2x 0.825 x 2.10 =
D/S Wing 2x 3.00 x 2.25 =
Side 2x 0.725 x 1.50 =
Friction Block 11 x 1.50 x 0.30 =
79.29
123
9752.67
... More
(Ref- Page-192, Item. No.-15, PWD)
Neat cement punning about 1.5mm thick in wall,dado, window sill,floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
(Same as item no. 8)
79.29
34
2695.86
... More
[Ref- Page-26, Item. No.-10, PWD & 3rd. Corrigenda Page - 13 ]
ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and iv)With local hard blackstone variety chips (crusher broken)
Friction Block 11x 0.30 x 0.30 x 0.30 =
0.3
4888
1466.4
... More
(Ref- Page-44, Item. No.-40, PWD BLDG SOR 1/11/17& 2nd. Corigenda Page -2)
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. Other than SAIL/ TATA/RINL
By 8 mm dia bars @ 150 c/c bothways. Friction Block 11 x 6.45 = 70.95 @ 0.394 Kg/m =27.95Kg
0.03
68053
1905.48
... More
Cost of sign board including painting, lettering, etc.
1
8846
8846.5
... More
Add @18% GST
1
75801
75801.25
... More
Add @1% Labour Cess
1
4969
4969.19
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