Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Mar 2025
Closing Date17 Mar 2025
Tender Amount₹ 30,29,825
Costs
EMD
₹ 61,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Of Bamuni Pukur Water Detention Structure (wds) At Mouza - Danya
Description
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Contact
Tender Id
2025_WRDD_821755_1Tender No
WRDD/BDNAID/13/2024-25/Gr.E of E.E AI BURDWANTender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Hire & Labour charges for shuttering for suttering with centering and necessary staging up to 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 (up to roof of ground floor) ( When the height of a paticular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4m or part thereof ).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
22.62
328
7419.36
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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
0.1
7754
803.31
... More
Ordinary Cement concrete (mix 1:2:4) with grade stone chips (20 mm nominal size) excluding shuttering , reinforcement if any, in ground floor as per relevant IS codes.(I) Pakur variety.
6.12
4994
30565.36
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Brick Work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth.
3.59
4812
17275.08
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Construction of Inlet & Outlet Structure : Earth Work in Excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone), including removing, spreding or stacking the spoils,within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing out water as required complete. (a) Depth of excavation not exceding 1500 mm.
61.5
119
7335.11
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Excavation in ordinary soil/mixed soil i.e. clay mixed with moorun,kankar,pebbles/siltdry or moist/slushy silt/sticky soil for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines,grades and crosssection and transporting to embankment/disposal site with in all lifts and lead upto1000 m including spreading,leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
22308.61
98
2186243.78
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Single Brick Flat Soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
12
324
3888
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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) by fine sand.
0.03
64086
1961.03
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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] b)20mm thick (ii) With 1:4 cement mortar .
114
174
19836
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Add Labour Welfare Cess @1%
1
29998
29998.27
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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) by fine sand.
0.02
64086
1153.55
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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.
7.01
77
543.4
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Construction of Bath Ghat and Signboard : Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm
35.04
119
4179.22
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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] 20mm thick (ii) With 1:4 cement mortar
84.18
174
14647.32
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Brick Work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth. .
10.8
4812
51969.6
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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, basement and upto roof of ground floor / upto 4 m. (i) Tor Steel / Mild Steel. III. OTHER MANUFACTURERS NOT SPECIFIED
0.19
58515
11141.26
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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. Note: Cement 0.152 cu.m. per 100 sq.m.
84.18
34
2862.12
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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 relevent IS codes. (a) Pakur Variety.
1.2
4994
5993.21
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Single Brick Flat Soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
40.8
324
13219.2
... More
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, basement and upto roof of ground floor / upto 4 m. (i) Tor Steel / Mild Steel.III) OTHER MANUFACTURERES NOT SPECIFIED
1.05
58515
61686.51
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Neat cement punning about 1.5mm thick in wall, dado, window, sills, floor, drain etc. Note: Cement 0.152 Cum Per 100 sqm.
114
34
3876
... More
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 relevent IS codes.(i) Pakur Variety.
4.2
5555
23331.71
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Hire and labour charges for shuttering with centering and necessary staging upto 4m 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), (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4m ht. shall be allowed under 12(e) for every 4 m or part thereof) (f) 25 mm to 30 mm shuttering without staging in foundation
74.83
205
15340.15
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Add GST @12% (CGST 6% AND SGST 6%) for works Items
1
321410
321410.08
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Improvement of Water Detention Structures :
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge
244.92
23
5633.16
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