Water Resources Department Tender
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Water Resources Department - WRD Tender
Eprocure
Opening Date23 Feb 2019
Closing Date4 Mar 2019
Tender Amount₹ 85,25,816
Costs
EMD
₹ 1,71,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WRD_36894_1Bid Award Id
ViewTender No
WRD/MID/JAMSHEDPUR/F2-17 / 2018-19Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Extra for earthwork in all kinds of soil for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.(Item No.5.1.21.1)
-
-
-
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Ist Extra Lift :
984.53
-
10
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2nd Extra Lift :
958.76
-
20
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Extra for earthwork in rock for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.(Item No.5.1.21.2)
-
-
-
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Ist Extra Lift :
246.13
-
15
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2nd Extra Lift :
239.69
-
30
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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 with 20mm 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 as of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/I.(Item No.6.3.3)
389.52
-
4909
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Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in various components of barrage superstructure with approved quality with 20mm 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 as of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/I.(Item No.6.3.9)
22.39
-
5418
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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 raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No.6.4.8)
237.11
-
2279
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Providing rough dressed random rubble stone masonry in C.M (1:4) in superstructure with approved quality of coarse sand of requisite F.M (2.5 to 3.0) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No.6.4.11)
408.9
-
2405
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Providing shuttering including strutting, proping etc.and its removal after use in foundation as per specifications and direction of E/I.(Item No.6.3.20)
467.1
-
363
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Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mm TMT Fe500 (Only valid for SAIL & TATA Steel (Item No.6.3.24(i))
0.81
-
68705
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Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No.5.5.5)
343.27
-
229
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Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I.(Item No.5.6.4)
81
-
998
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Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed 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 cmplete as per specification and direction of E/I.(Item No.6.1.16)
483.09
-
87
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Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I.(Item No.6.7.6)
20
-
106
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Use Rate of diesel pump per H.P. per hour for dewatering during the construction of weir as per specification and direction of E/I. (S.O.R. Ch 4 .12)
180
-
237
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Supplying, laying,fitting and fixing 300 mm dia NP2 hume pipe with collars in level and grade as well as providing approved jointing materials and joints properly filled to make them water proof,all complete as per specifications and direction of E/I. Pg. 28 M-215(v)
12.5
-
835.31
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Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I.(Item No.7.6.1.3) 300mm dia.
12.5
-
283
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5 H.P. Diesel Engine Portable 2600 R.P.M.with accessories(Kirloskar)
2
-
53872.5
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75mm dia. H.D.E.P. Pipe coupler clamp with Lashes Pressure 2.5 kg/cm2 coil S.O.R. Page 13, M-114
1200
-
190.19
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75mm dia. H.D.E.P. C.N. with reducers
2
-
458.7
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Commissioning charges all complete work at site
2
-
900
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Carriage of materials to work site Pipe, fittings & Diesel engine
1
-
6654
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Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50 M and average lift of 1.50 M including leveling , ramming of foundation trenches removing the roots of shrubs etc. all complete as per specification and direction of E/I.(Item No.7.1.27)
219.84
-
115
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Extra for earth work in hard soil (vide classification of soil item –B)(Item No.7.1.10)
219.84
-
12
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Providing and laying clean sand in filling in foundation trenches including as well as royalty all taxes etc. complete job as per specifications and direction of E/I.(Item No.7.1.37)
32.98
-
233
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Supplying and laying stone metal (20mm to 63mm) on slope of the dam as per design, drawing including the cost of materials,royalty,all taxes etc. but excluding the cost of carriage all complete as per specifications and direction of E/I.(Item No.5.6.3)
43.97
-
991
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Providing and laying P.C.C. or R.C.C. M 100 with nominal mix of (1:3:6) in various components on slope with approved quality of 40 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 formwork as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/I .(Item No.7.3.3)
43.97
-
4257
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Brick work in designation 75A brick with cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12mm depth curing scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification direction of E/I.(Item No.7.4.2)
174.04
-
4210
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Providing 12 mm thick cement plaster in cement mortar (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direction of E/I.(Item No.7.5.2)
861.04
-
141
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Providing 1.5 mm thick cement punning including curing etc. complete job as per specification and direction of E/I.(Item No.7.5.10)
861.04
-
45
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Earthwork in filling of masonry structures with suitable earth in layer not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 M and initial lift of 1.5 M complete as per specification and direction of E/I.(Item No.7.1.31)
254.24
-
88
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Providing and laying R.C.C. M – 200 with nominal mix (1:1½:3) in deck slab 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 from work as well as reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing royalty all taxes etc. complete job as per specification and direction of E/I.(Item No.7.3.13)
0.6
-
5445
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Providing shuttering, including strutting, propping etc. and its removal after use in superstructure portion of various components of dam work per specification and direction of E/I.(Item No.7.3.19)
4
-
388
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Carriage of materials
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-
-
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(i) Cement –Lead 9 KM
267.13
-
223.02
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(ii) Sand - Lead 44 KM
580.01
-
880.87
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(iii) Stone Chips- Lead 27 KM
370.29
-
642.19
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(iv) Stone Metal- Lead 27 KM
85.9
-
699.6
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(v) Stone Boulder -Lead 27 KM
727.02
-
668.93
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(vi) M.S.Rod –Lead 9 KM
0.81
-
223.02
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(vii) NP2 Hume Pipe 300 mm Dia -Lead 2 KM
12.5
-
45.04
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(viii) Bricks -Lead 8KM
70.66
-
843
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Add GST @12%
1
-
904435.93
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L. Cess @1%
1
-
84414.02
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