Minor Irrigation Department Tender
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Minor Irrigation Department Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date29 Jul 2024
Closing Date5 Aug 2024
Tender Amount₹ 10,67,000
Costs
EMD
₹ 86,000Document Cost
₹ 944Tender Fee
Refer Documents
Summary
Under Cmlsy Construction Of 04 No. Rooftop Rain Water Harvesting System In Tahsil Malihabad, District- Lucknow.
Description
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Contact
Tender Id
2024_UPMID_941786_1Bid Award Id
ViewTender No
09/EE/2024-25Tender Authority
Minor Irrigation Department ViewPurchaser Address
-Website
http://http://idup.gov.in/
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as PER DAR No.4.1.3
5.28
36907
6990
M-150 brick work with common burnt clay brick in foundation and plinth in 1:4 cement & C sand S.I. No. 6.1.1 L=(8.98-2*0.46/2)
30.36
203867
6715
M-150 brick work with common burnt clay brick in super structure above plinth level in 1:4 cement & C sand S.I. No. 6.4.1
2.71
20240
7469
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform as per DAR No.5.9.3
27.9
10267
368
Providing & laying in position specifide grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing & reinforcement all work up to plinth lavel. In ratio 1:2:4 ( cement, C Sand, graded stone aggregate 20 mm nominal size ) S.I.No. 5.1.3
4.32
31708
7340
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and bending all complete up to plinth level S.I. No. 5.22.6
338.61
26012
76.82
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, ladder, railings, brackets,gates and similar works(Iron Chamber at top of Filter Tank) as per DAR no 10.25.2
76.95
7310
95
12 mm thick cement plaster of mix. In Ratio 1:4 (1 cement and 4 coarse sand ) S.I. No. 13.4.1
123.28
22930
186
Neat Cement Punning as per DAR No. 13.18
48.41
1887
39
Filling Of Brick ballast
1.81
2624
1450
Filling Of gravel/stone grit of size range 5mm to 10mm
1.86
5643
3034
Filling Of Coarse sand of size range 1.5mm to 2 mm
1.96
5836
2978
Laying of brick on flat with M150 brick
7.5
2681
357.5
P/Laying of Nylone Mess
3
150
50
Cartage of extra earth work remove from site up to 3 km
36.6
9232
252.26
Photography & sign board
4
20000
5000
Painting and Slogan on Filter Chamber
4
10000
2500
Laying of 110mm, 160mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) (Dugvar)
1
3132
3132
Laying of 110mm, 160mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) (Dugvar)
1
5220
5220
Laying of 110mm, 160mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) (Dugvar)
1
6055
6055.2
Laying of 110mm, 160mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) (Dugvar)
1
10648
10648
Supply of 110mm P.V.C pipe of 6kg/sqm pressure
360
83520
232
Supply of 110 mm P.V.C Socket
19
608
32
Supply of 110 mm P.V.C Elbow
44
2860
65
Supply & Fixing of Micron nylone filter (as Per MR)
19.5
975
50
Supply & Fixing of 110 mm P.V.C support clip with gulli & screw (as Per MR)
43
1075
25
Supply of P.V.C jointing solution ( tube)
12
3120
260
Supply & Fixing of 110 mm P.V.C Tee (as Per MR)
26
1768
68
Supply of C.I Jali 100X100mm
20
1440
72
Sifting of Mechanised boring machine to work site
4
12000
3000
Digging of pit for water collecting (Pit size = 3.0mX3.0mX1.00m = 9.00 m3) as per PWD DAR NO 2.6.1
36
5796
161
14" Dia Drilling,Reamming & Assy. Lowering by small rig
129
70563
547
Tractor Charges
40
18800
470
Tankar charges
8
1520
190
Labour Charges for filling of pea gravel
17
5525
325
Development charge by compressor 365 C.F.M. (100 PSI)
25
46000
1840
Supply of 150 mm dia Plain PVC pipe 06 kgf/cm2 with coupler AS PER PWD MAT Chap-1 Sr.No.17(29)
72
36000
500
Supply of 150 mm dia perforated PVC pipe 06 kgf/cm2 AS PER PWD MAT Chap-1 Sr.No.17(29)
48
24000
500
supply of 16 No & 30 No Nylon mesh Tubelar bag 3.0m X 0 .45 m (as per MR)
48
3360
70
Supply of 150 mm dia PVC End cap (as Per MR)
4
700
175
Pea Gravel as per Deptt Rate
10.36
62988
6080
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