Water Resources Department Tender
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Costs
EMD
₹ 2,45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Construction of Weir In Koriya Khatti Under Block
Description
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Contact
Tender Id
2019_WRD_37043_1Bid Award Id
ViewTender No
WRD/MID/GODDA/F2-08/18-19/S6Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
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Documents
BOQ Items
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Providing and laying P.C.C or R.C.C. M-150 with nominal mix of (1:2:4) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0 ) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending and placing but including nessesary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/I. 7.3.4
748.82
-
4909
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Providing rough dressed random rubble stone masonry in C.M. (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with racking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. 5.4.8
440.01
-
2279
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Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstru-cture with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc.-do-do- all complete as per specification and direction of E/I. 5.4.11
458.78
-
2405
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Providing and laying P.C.C. or R.C.C.M200 With nominal mix of (1:1.5:3) in superstructure of various components of canal or embankment structure with approved quality of 40mm graded coarse agreegate of required grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing royality and all taxes etc. excluding cost of form work as well as reinforement, its cutting bending, binding and placing complete job as per specification and direction of E/I. 5.3.11
62.53
-
5418
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Providing TMT reinfocement (tor steel)-do-do- all complete as per specification and direction of E/I 8mm/10mm 5.3.15.1
2.74
-
66705
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Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F. M.(2.5 to3.0) washed and its removal royalty and all taxes etc complete job as per specification and direction of E/I. 5.5.5
634.39
-
229
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Providing 1.5mm thick cement punning including curing -do-do- all complete as per specification and direction of E/I. 5.5.10
377.51
-
45
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supplying and laying (properly as per design and drawing ) rip - rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. 5.6.4
293.41
-
998
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providing shuttering including strutting , proping etc and its removel after use in foundation -do-do- all complete as per specification and direction of E/I. 5.3.17
396.6
-
363
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providing shuttering including strutting , proping etc and its removel after use in super structure portion of various components of dam work-do-do- all complete as per specification and direction of E/I. 5.3.18
258.38
-
388
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Earth work in filling foundation trenches and back filling of masonry structurewith uitable aerth in layers note exceeding 150mm thick well watered, rammaed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m, -do- all complete as per specification and direction of E/I.6.1.16
540.35
-
87
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Providing weep holes with dry graded stone filler of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. 7.8.6
30
-
106
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Dewatering by 5.0 H. P.Diesel Pump set-do-do- all complete as per specification and direction of E/I. Page no - 44
300
-
217.25
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E/W in bed clearance or desilting of canals carrying F.S 8.5 cumes (300 cuses) and 0.14 cumecs (5 cusec) and rennovation of pynes etc. Disposal of excavated earth etc. and in ordinary soilincluding rough dressing with initial lead of 10 M and Lift of 1.5M as per specification and direction of E/I. 7.1.20
2400
-
91
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E/W in excavaton of canal having discharge between 8.5 cumecs (300 cusec) and 0.14cumecs ( 5 cusecs) in ordinary soil (vide classification of item - A) and making the bank with excavated earth in proper profile and clog breaking and laying earth in 225mm layer all complete as per approved design. Specification and direction of E/I. 7.1.8
525
-
91
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Carriage of materials Cement
414.28
-
348.99
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Sand
743.14
-
286.25
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Chips +Aggregate
727.4
-
1263.77
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Boulder
1192.2
-
1183.23
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M.S Reinfocement
2.744
-
348.99
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Provision of GST @ 12%
1
-
1275135.64
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Add 1% Labour Cess
1
-
119012.66
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