Cane Development And Sugar Industry Tender
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The Cane Development And Sugar Industry has issued a formal invitation for competitive bids for (line 01) Sehkari Ganna Vikas Samiti Ltd- Amroha Janpad Amroha Ki Boundry Wall Evam Rain Water Harvesting Ka Nirman in Amroha, Uttar Pradesh, with an estimated contract value of Rs. 20,87,700. The bid opening date for this tender is 18-07-2022 and the last date for bid submission is 01-08-2022. Interested bidders for Cane Development And Sugar Industry tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Cane Development And Sugar Industry Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date18 Jul 2022
Closing Date1 Aug 2022
Tender Amount₹ 20,87,700
Costs
EMD
₹ 2,08,800Document Cost
₹ 1,354Tender Fee
Refer Documents
Summary
(line 01) Sehkari Ganna Vikas Samiti Ltd- Amroha Janpad Amroha Ki Boundry Wall Evam Rain Water Harvesting Ka Nirman
Description
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Contact
Tender Id
2022_CDSI_715685_1Bid Award Id
ViewTender No
250/C/NIRMAN DATE 15-07-2022Tender Authority
Cane Development And Sugar Industry ViewPurchaser Address
-Website
http://http://upcane.gov.in/
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Documents
BOQ Items
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Supply & laying naylon cloth and cap, valve cap etc.
1
-
4750
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Laying of 10" dia Boring machine transportion
1
-
2850
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Bed pcc with 40 mm gauge Brick ballast coarse sand 1.25 FM and cement in proportion (1:4:8) in foundationas per si no 275
34.84
-
3325
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RCC work(1:1.5:3) with Cement approved Coarse sand & 2 cm gauge approved stone gritt in R.C.C. Column.Si no-289
13.23
-
8217.5
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Devlopment of Boring by O.P. unit with mset etc.
10
-
475
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M.S. item work such as R.C.C. Completion of work as per S.I. No. 504
3.46
-
7790
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M.S. item work such as R.C.C. Completion of work as per S.I. No. 504
61.31
-
7790
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Same as above item no 7 But rough face 586+596
163.2
-
151.05
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Supply & filling of Active carbon as below in 200mm thick layer includng cost of material T&P etc as directed by engg. In charge.
1.8
-
3040
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Laying of 200mm dia PVC plain pipe 6 kg/sqm pressure including cost of lowring charge.
70
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256.5
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Supply & lowring of 200mm dia Pvc pipe with 6 kg/sqm pressure including cost of complete.
50
-
285
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M-150 class Brick work (1:4) with cement & coarse sand mortar at site si No 307a
23.4
-
4702.5
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E/w in excavation in foundation in ordinary soil as per si no 253(a)
260.1
-
104.5
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12 mm thick cement plaster (1:4) with one part cement & four part coarse sand (2.20 FM) mortar at site(Smooth face) 584
163.2
-
180.5
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12 mm thick cement plaster (1:4) with one part cement & four part coarse sand (2.20 FM) mortar at site(Smooth face)Si no-584
89.6
-
180.5
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12 mm thick cement plaster (1:6) with one part cement & four part fine sand (1.25 FM) mortar at site(Smooth face)586
486
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137.75
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RCC work(1:1.5:3) with Cement approved Coarse sand & 2 cm gauge approved stone gritt in lintels of door &windows Excluding supply of reinforcement and its bending ,but including its fixing and binding 283a for plinth Beam
10.87
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7505
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Supply & fixing of 200mm dia pvc socket.
12
-
237.5
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R.C.C. (1:1.5:3) with cement ,approved coarse sand &2 cm gauge stone girt for precast slab SI no-284a
2.52
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7885
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E/w in excavation in foundation in ordinary soil as per si no 253(a)
80.32
-
104.5
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Adjustment for Say
1
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5000
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E/w in filling with ordinary soil in plinth excavation to be in the form of regular pits not exceeding .50 M in depth and earth work in embankment etc………………..(Excluding royality)
153
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228.47
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M.S or iron wok of havey sizes and section such as holding down bolts,hold fast.tie rods grating etc as per si no 503
4.59
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8170
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Laying of 10" dia Boring/ Drilling charge with machine complete.
120
-
85.5
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Dismantling brick work or stone work in lime or cement mortar & I/C stacking of material asa directed be the eng.-in-charge.Si no-692.
58.65
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361
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Deduction of making 40mm gauge Brick ballast at site.
48.42
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950
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Deduction of Stacking of old bricks (useable bricks) at site.
8094
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5510
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Supply & filling of Brick agrregates as directed by engg. In charge.
4.5
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950
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Supply & filling of Fine sand of 1.25 FM includng cost of material T&P etc as directed by engg. In charge.Si no-255
5.4
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617.5
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Supply & fixing of 200mm dia M.S. clamps.
1
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1900
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M-150 class Brick work (1:4) with cement & coarse sand mortar at site in the foundation as per si No 307a
29.71
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4702.5
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M-150 class brick work (1:6) with cement &fine sand mortar in the super structure at site303+309+310
100.24
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4526.75
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M-150 class Brick work (1:6) with cement &fine sand mortar at site in the foundation as per si No 303
23.4
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4037.5
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Cast cement concrete in door sills, chaukhats, boundary posts, shelves and similar small work with cement approved coarse sand and 2cm guage stone grit in proportion of 1:2:4 excluding supply of reinforcement and its bending but including 282
0.95
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6935
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