Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Excavation
Eprocure
Opening Date25 Feb 2025
Closing Date11 Mar 2025
Tender Amount₹ 20,64,539
Costs
EMD
₹ 41,291Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAD_819607_1Tender No
WBMAD/ULB/RSM/WS/562/24-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
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c) From 90 Mtr. to 120 Mtr.
30
706
21205.8
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d) From 120 Mtr. to 150 Mtr.
30
777
23324.4
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e) From 150 Mtr. to 180 Mtr.
30
855
25660.8
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f) From 180 Mtr. to 210 Mtr.
30
941
28234.8
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g) From 210 Mtr. to 240 Mtr.
30
1035
31066.2
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h) From 240 Mtr. to 270 Mtr.
30
1139
34174.8
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i) From 270 Mtr. to 300 Mtr.
30
1253
37600.2
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Lowering the tube well assembly (UPVC Casing pipe ,well pipe, strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing and machine operation cost etc.
1
26571
26571
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Transportation cost of drilling equipment and accessories rig machine etc. including cost of fuel,Lubricant & loading unloading the materials from store/stack yard /suppliers godown and unloading /stacking the same at site. (Upto 60.0 km distance)
1
59786
59786
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Supply and delivery of UPVC Reducer.
a) 300mm x 200 mm dia. (300 mm x250mm-1 no & 250 mm x 200 mm-1 no)
1
6989
6989
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Supply and delivery at site of UPVC Nipple (Short piece) Heavy.
C) 200mmX300mm long
1
1236
1236
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Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967.
43.65x0.7857x0.55^2= 10.37 Cum
249.75x0.7857x0.375^2= 27.59Cum Total Bore area= 37.96 Cum
43.65x0.7857x0.31^2= 3.30 Cum
249.75x0.7857x0.21^2= 8.65 Cum Total piped area= 11.95 Cum
Total gravels required - (37.96-11.95)= 26.01 Cum
26.01
3810
99098.1
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Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.
6.00x0.7857x(.0.51)^2=1.23 (Boaring area)
6.00x0.7857x(.0.32)^2=0.48 (piped area)
Total clay balls (1.23-0.48)= 0.75 Cum
0.75
417
312.75
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Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels,lubricants & Labour etc.
1
56908
56908
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Electro-logging charge.
1
15715
15715
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Supply and delivery of UPVC Deep Well Screen (RDS) Pipes with Ribs conforming to IS 12818:2010 .(CIPET Certified)
a) 200 mm dia.
30
4398
131940
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Lowering and placing of filter assembly of required length and Extraction and partening off the casing pipe of required length.
1
8000
8000
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Supply and delivery of UPVC pipe (CD) conforming to IS 12818:2010. (CIPET Certified)
a) 300 mm dia.
50
6206
310300
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c) 200 mm dia.
220
2895
636900
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Water sample collection and chemical test including Arsenic Test and Fluride Test
1
2425
2425
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Supply and delivery of UPVC End Cap.
(c) 200 mm
1
1372
1372
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Supply and delivery of M.S. Housing clamp 250 mm dia.
1
3252
3252
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Supply and delivery of M.S .Centre guide (Special Type).
8
950
7600
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Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete
1
916
916
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Supply of E.R.W.M.S. black pipe of approved make (heavy quality) as per standard specification having wall thickness not less than 8 mm.
(ii) 300 mm dia. (internal)
1
3644
3644
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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.
15.25X2.5X0.35=13.34 Cum
13.34
119
1591.06
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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)
15.25X2.5X0.15=5.72 Cum
5.72
936
5355.12
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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.
15.25X2.5=38.13 Sqm
38.13
361
13764.93
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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 relevant IS codes.
15.25X2.5X0.10=3.81 Cum
3.81
5369
20458.94
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GST @ 18%
1732286.1
1
311811.5
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Labour Welfare Cess @ 1%
2044097.6
1
20440.98
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