Water Resources Department Tender
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Costs
EMD
₹ 29,77,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WRD_35087_1Bid Award Id
ViewTender No
03 EE/Irr.Div./BUNDU/2018-19Tender Authority
Water Resources Department ViewPurchaser Address
-
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Documents
BOQ Items
Extra for earth work for each subsequent lift of 1M over the initial lift of 1.5M. For ordinary and hard soil. (Vide classification of soil item A & B)
One extra lift
24641.73
-
10
Earthwork in filling in canal banks (canal) discharge upto 28 cumecs) as well as special repair of canal banks in ordinary soil in proper profile (Vide classification of soil item A) obtained from borrow area or any other sources free from logs, roots or any other ingredients etc. with initial lead of 15M and lift of 1.5m including breaking clods to maximum 50mm cube placing the earth in layer not exceeding 225 mm thick complete as per specification and direction of E/l. (Mode of measurement sectional measurement shall be of compacted earth)
11584.68
-
97
Extra for E/W in each additional lead of 25m beyond the initial lead as per specification direction of E/I. One extra lead .
2316.94
-
10
Extra for E/W in each additional lead of 25m beyond the initial lead as per specification direction of E/I. Two extra lead .
3475.4
-
20
E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil-A and B) in proper profile excavation by Hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC letter no. 587 dt. 22.09.06) (A) Lead beyond 150M but upto 500M
46338.74
-
174
Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools & plants etc. for lined canal all complete job as per specification and direction of E/I. (Mode of measurement sectional measurement of compacted earth).
230098.25
-
21
E/W in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5 M including the cost of formation of sub grade of canal lining, profiling, levelling, controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I.
38166.71
-
115
Providing compacted 150mm thick sand filter of required F.M. as per design on side slope and in bed of canal with coarse sand, including cost of water, ramming, levelling and dressing etc. all complete per specification and direction of E/I
197630.23
-
142
Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3) in slope & bed of the canal, below lining including the cost of watering, compaction, royalty as per specification and direction of E/I
4009.58
-
967
Providing filter of stone chips 20mm and down well graded as per design for lined canal, drains including hand packing etc as per specification and direction of E/I
2880.58
-
1338
Providing and placing stone metal graded filter of size 20mm to 45 mm in slopes and bed of canal below lining including royalty etc. all complete as per specification & direction of E/I.
2317.73
-
1192
Providing PCC M – 150 with nominal Mix of (1:2:4) with approved quality of graded stone chips (20mm & down ) and coarse granular sand of requisite F.M. (2.5 to 3) in lug slab cross and longitudinal sleeper for lining of canal including cost of from work and its removal , curing, royalty etc all complete job as per specification & direction of E/I.
5942
-
7361
Hessian cloth (0.3kg./M2 Cot.)
169629.82
-
38.33
Providing 75mm thick PCC lining in M-150 with normal mix of (1:2:4) with well graded stone chips (20mm & down) and coarse sand of approved quality of required FM ( 2.5 to 3.0) in side & bottom curved portion of the canal in panel with construction joint including cost of from work and its removal curing , roylty complete job as per specification & direction of E/I.
12722.24
-
7361
Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty etc. all complete as per specification & direction of E/I. For canal side slope
33067.02
-
95
Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty etc. all complete as per specification & direction of E/I. For canal bed.
44858.99
-
68
Providing 50mm dia non return pocket valve complete with bolts and nuts etc. all complete as per specification & direction of E/I.
983
-
229
Earth work in Excavation of foundation trenches in ordinary soil (vide classification of soil item, A) and disposal of excavated earth so obtained to a distance up to 50M and average lift of 1.5 M including levelling, ramming the foundation trenches removing the roots or shrubs etc all complete as per specification and direction of E/I.
17075.55
-
115
Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty complete job as per specification and direction of E/I.
77.14
-
233
Supplying of stone boulder and Labour charges for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts) as per specification and direction of E/l.
17.05
-
1300.72
Providing & laying PCC or RCC M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structures 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 including necessary tools and plants, vibrating, curing royalty etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/l.
477.5
-
4909
Providing rough dressed random rubble stone masonry in CM (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 12 mm depth, curing scaffolding and its removal wherever required including royalty etc. complete job as per specification & direction of E/I
152.21
-
2279
Providing rough dressed random rubble stone masonary in CM (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 to 12 mm depth, curing scaffolding and its removal wherever required including royalty etc. complete job as per specification & direction of E/I
240.9
-
2405
Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M.(2.5 to 3.0) washed and screened, and its removal, royalty etc. complete job as per specification and direction of E/l.
5568.75
-
229
Providing TMT bar reinforcement (tor steel) as per approved design, drawing, removal of rust , cutting, bending, binding, including supplying annealed wire,placing TMT bar in position all complete job as per specification and direction of E/l. 10mm dia TMT Fe 500
0.87
-
68705
Supply and Labour for laying, fitting and fixing NP2 / NP3 RCC Hume pipe with collar in line level and grade as well as providing approved jointing materials and joints properly filled to make them water proof / leak proof all complete job as per specification & direction of E/I 1000 mm dia NP3
30
-
5213.05
Supply and Labour for laying, fitting and fixing NP2 / NP3 RCC Hume pipe with collar in line level and grade as well as providing approved jointing materials and joints properly filled to make them water proof / leak proof all complete job as per specification & direction of E/I 900 mm dia NP3
40
-
4661.98
Supply and Labour for laying, fitting and fixing NP2 / NP3 RCC Hume pipe with collar in line level and grade as well as providing approved jointing materials and joints properly filled to make them water proof / leak proof all complete job as per specification & direction of E/I 600 mm dia NP3
15
-
2616.01
Supply and Labour for laying, fitting and fixing NP2 / NP3 RCC Hume pipe with collar in line level and grade as well as providing approved jointing materials and joints properly filled to make them water proof / leak proof all complete job as per specification & direction of E/I 450 mm dia NP3
15
-
1975.87
Supply and Labour for laying, fitting and fixing NP2 / NP3 RCC Hume pipe with collar in line level and grade as well as providing approved jointing materials and joints properly filled to make them water proof / leak proof all complete job as per specification & direction of E/I 300 mm dia NP2
25
-
1048.69
Supply and Labour for laying, fitting and fixing NP2 / NP3 RCC Hume pipe with collar in line level and grade as well as providing approved jointing materials and joints properly filled to make them water proof / leak proof all complete job as per specification & direction of E/I 150 mm dia NP2
116
-
506.04
Providing Shuttering including strutting proping etc and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I.
115.56
-
388
Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/l.
326.66
-
88
Fine dressing of the canal banks or embankment and turfing with 75mm thick grass sods, obtained within lead of 150M, including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I.
23886
-
11.39
Extra for each lead of 150m over initial lead of 150m. For One extra lead :-
23886
-
4.27
Carriage of Materials including loading, unloading and stacking. 1000 mm / 900 mm dia. Rcc. Hume pipe from Ranchi.
Lead :- 63 Km.(P)
70
-
523.32
Carriage of Materials including loading, unloading and stacking. 600 mm dia. Rcc . Hume pipe from Ranchi.
Lead :- 63 Km.(P)
15
-
209.33
Carriage of Materials including loading, unloading and stacking. 450 mm dia. Rcc . Hume pipe from Ranchi.
Lead :- 63 Km.(P)
15
-
161.02
Carriage of Materials including loading, unloading and stacking. 300 mm dia. Rcc . Hume pipe from Ranchi.
Lead :- 63 Km.(P)
25
-
87.22
Carriage of Materials including loading, unloading and stacking. 150 mm dia. Rcc . Hume pipe from Ranchi.
Lead :- 63 Km.(P)
116
-
29.07
Carriage of Materials including loading, unloading and stacking.. Cement From Ranchi. Lead 63 km (P)
6455.08
-
654.38
Carriage of Materials including loading, unloading and stacking.
Steel From Ranchi. Lead 63 km (P)
0.87
-
654.38
Carriage of Materials including loading, unloading and stacking. Sand from Kanchi river Lead 2 km (k)+15 km (P)
42664.89
-
470.27
Carriage of Materials including loading, unloading and stacking.
Stone Boulder From Chandudih Lead 2 KM (K) + 43 KM (P)
410.16
-
876.03
Carriage of Materials including loading, unloading and stacking. Stone Metal From Chandudih Lead 2 KM (K) + 43 KM (P)
2317.73
-
916.28
Carriage of Materials including loading, unloading and stacking. Stone Chips From Chandudih Lead 2 KM (K) + 43 KM (P)
20108.15
-
841.05
GST @ 12%
1
-
1
Labour cess@1%
1
-
1
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