Water Resources Department Tender
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Water Resources Department - WRD Tender
Eprocure
Opening Date23 Feb 2019
Closing Date2 Mar 2019
Tender Amount₹ 63,15,658
Costs
EMD
₹ 1,26,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WRD_36968_1Bid Award Id
ViewTender No
WRD/MID/CHAIBASA/F2-28/2018-19Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
GEM & Bid Advisory Services
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Documents
Special condition for F2 online
BOQ Items
Extra for each subsequent lift upto 1M beyond initial lift of 1.5 M ( for ordinary soft or hard soil ) as per specification and direction of E/I. E/I.(Item No.7.1.22)
-
-
-
Ist Extra Lift :
298.6
-
10
2nd Extra Lift :
298.6
-
20
3rd Extra Lift
149.3
-
30
Extra for each subsequent lift upto 1m beyond initial lift of 1.5m(for ordinary or hard soil) as per specification and direction of E/I.(Item No.6.1.20)
-
-
-
Ist Extra Lift :
127.97
-
15
Ist Extra Lift :
127.97
-
30
Ist Extra Lift :
63.99
-
45
Providing and laying P.C.C M15 nominal mix of (1:2:4) in foundation of various components of barrage or weir structures with approved quality of 40mm graded coarse aggregate of required grade(as per design) and approved quality of sand of requisite F.M (2.5 to 3) washed and screened including necessary tools and plants, vibrating,curing,royalty and all taxes etc. excluding cost of form-work as well reinforcement ,its cutting,bending and placing complete job as per specifications and direction of E/I.
(Item No.6.3.3)
381.47
-
4909
Providing and laying P.C.C M20 nominal mix of (1:1.5:3) in foundation of various components of barrage or weir structures with approved quality of 40mm graded coarse aggregate of required grade(as per design) and approved quality of sand of requisite F.M (2.5 to 3) washed and screened including necessary tools and plants, vibrating,curing,royalty and all taxes etc. excluding cost of form-work as well reinforcement ,its cutting,bending and placing complete job as per specifications and direction of E/I.
(Item No.6.3.9)
26.23
-
5418
Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) 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)
173.65
-
2279
Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of coarse sand of requisite F.M (2.5 to 3) 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)
328.17
-
2405
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)
461.88
-
363
Providing TMT 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 Engineer in charge (Item no 6.3.24 (A)
0.93
-
68705
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 specification and direction of Engineer in charge ( Item no 6.5.5)
237.28
-
229
Supplying and laying boulder 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 specification and direction of Engineer in charge (Item no 5.6.4)
90
-
998
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)
710.96
-
87
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)
32
-
106
Cost of dewatering during the construction of weir as per specification and direction of Engineer in charge
300
-
237
5 H.P. Diesel engine portable 2600 R.P.M. with G.I.
nipple,flexiable pipes for suction & delivery and necessary tools all complete set. (sl. No. 171)
2
-
53872.5
75 mm dia H.D.P.E. pipe coupler clamp with lashes pressure 2.5 kg/cm2 SOR page 13,M-114
1200
-
195.84
75 mm dia H.D.P.E. P.C.N. with reducer
2
-
458.7
Commissioning charge of complete work site 1x1=1job
2
-
1200
Carriage of materials to work site pipe fitting and diesel engine (page 51) 1x1/2 day
1
-
6521.66
Carriage of Materials
-
-
-
(i) Cement –26 Km (P)
213.63
-
389.84
(ii) Sand – 2 Km (K) + 58 Km(P) = 60 Km
390.62
-
1126.49
(iii) Stone Chips – 26 Km (P
365.88
-
623.64
(iv) Boulder – 11 Km (P)
591.82
-
403.76
(v) Steel – 26 Km (P)
0.93
-
389.84
GST12%
5583149.63
-
1
Labour Cess 1%
6253127.59
-
1
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