Water Resources Department Tender
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Water Resources Department - WRD Tender
Excavation
Eprocure
Opening Date
8 Jun 2019Closing Date
28 Jun 2019Tender Amount
₹ 7,91,69,503Costs
EMD
₹ 7,92,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WRD_39065_1Bid Award Id
ViewTender No
WRD/CC/MDD-10GTS/SBD-01/19-20Tender Authority
Water Resources Department ViewPurchaser Address
-
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Documents
BOQ Items
Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I.
2243.72
-
12
E/w in excavation in ordinary rock or soft rock (where blasting is not needed) (vide classifacation of soil item - C) with initial lead of 30m and lift of 1.5 m including dressing, making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I.
985.97
-
354
Extra for earth work in each additional lead of 25 M beyond the initial as per specification and direction of E/I. (For ordinary soft or hard rock (vide classification of soil item C and D ) - 4 nos. Extra lead
985.97
-
60
Eart work in filling in flood embankment canal banks ( canal discharge above 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 ingradients etc. with initial leads of 15 m. and lifts of 1.5 m.including breaking clods to maximum 50 mm. cubes placing the earth in layers not exceeding 225 mm. thick complete as per specification and direction of E/I. (Mode of measurment sectional measurment of compacted earth)
22129.8
-
107
Extra for earth work in each additional lead of 25 M beyond the initial as per specification and direction of E/I. For ordinary or hard soil (vide classification of soil item- A and B ) - 4 nos. Extra lead
22129.8
-
40
Earth work in flood embankment canal banks as well as special repair of embankment and canal banks in ordinary soil in proper profile, (vide classification of soil item - A) excavation by manual labour and carriage by 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 60mm cube placing the earth in layer not exceeding 225 mm thick complete as per specification and direction of E/I. (Beyond 150 m but upto 1/2 km.)
15433.23
-
174
Watering and consolidation of earthlaid in 150mm to 225mm layer by manual labour with C.I. hammer to achive 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete job as per specification and direction of E/I.
38583.1
-
30
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.
14248.68
-
11.39
Extra for each lead of 150m over the initial lead of 150m. - 4 nos. extra lead
9514.7
-
17.08
Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M including the cost of formation of sub-grade of canal lining, profiling, levelling, controlling of slopes and fine dressing with disposal of execavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I.
7100.86
-
115
Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I.
3550.41
-
12
Providing P.C.C. M-150 with nominal mix of (1:2:4) with approved quality of graded stone chips (20mm and down) and coarse granular sand of requisite F.M. (2.5 to 3.0) in lug slab cross and longitudinal sleepers for lining of canals including cost of form work and its removal, curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I.
249.65
-
7361
Providing compacted 150 mm thick sand filter or required F.M. as per design on side slope and in bed of the canal, with coarse sand, including cost of water , ramming, levelling and dressing etc. all complete as per specification and direction of E/I.
37086.77
-
142
Supplying and laying gravel filter (size 5 mm to 15 mm ) in filter blanket and in toe drain (in horizontal portion) of dam as per design and 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 E/I.
423.41
-
733
Providing 75 mm thick P.C.C. lining in M-150 with nominal mix of ( 1:2:4 ) with well graded stone chips ( 20mm and down ) and coarse sand of approved quality of required F.M.( 2.5 to 3.0 ) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal, curing, royalty and all other taxes, complete job as per specification and direction of E/I. (S/R item no. 7.2.19.1)
3344.77
-
7361
Providing 10 mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. (a) For canal side slope
7345.72
-
95
(b) For canal bed
975.6
-
68
Providing 100 micron L.D.P.E. film below canal lining including all taxes etc. all complete as per specification and direction of E/I.
32743.12
-
8.5
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 upto 50 m. 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.
3807.99
-
115
Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I.
3807.99
-
12
Providing coarse clean local sand in filling in foundation trenches including ramming watering, royalty and all other taxes complete job as per specification and direction of E/I.
220.91
-
233
E/W in filling in foundation trenches and back filling of structures in layers not exceding 150 mm 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 30 m and lift of 1.50 m complete job as per specification and direction of E/I.
1144.48
-
88
Providing and laying P.C.C. or R.C.C. M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structure 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 3.0) 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, biniding and placing complete job as per specification and direction of E/I.
112.09
-
4257
Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structure with approved quality of 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 including necessary tools and plants vibrating, curing, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, biniding and placing complete job as per specification and direction of E/I.
194.95
-
4909
Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in super structure of various components of canal or embankment structure with approved quality of 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 including necessary tools and plants vibrating, curing, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, biniding and placing complete job as per specification and direction of E/I.
1014.06
-
4909
Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1½:3) in foundation of various components of canal or embankment structure with approved quality of 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 including necessary tools and plants vibrating, curing, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, biniding and placing complete job as per specification and direction of E/I.
8.04
-
5411
Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1½:3) in super structure of various components of canal or embankment structure with approved quality of 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 including necessary tools and plants vibrating, curing, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, biniding and placing complete job as per specification and direction of E/I.
19.48
-
5418
Providing and laying R.C.C. M-200 with nominal mix of (1:1½:3) in deck slab with approved quality of 20mm down 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 and all taxes etc. excluding cost of centering and shuttering as well reinforcement its cutting, bending, biniding and placing complete job as per specification and direction of E/I.
20.54
-
5445
Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1½:3) in wearing coat over deck slab with approved quality of 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 including necessary tools and plants vibrating, curing, royalty and all taxes etc. excluding cost of form work complete job as per specification and direction of E/I.
0.72
-
5479
Providing shuttering including sttruting , proping etc. and its removal after use in foundation as per specification and direction of E/I.
3696.81
-
363
Providing shuttering including strutting, proping etc. and its removal after use in various components of canal structure or embankment structure as per spcification and direction of E/I.
106.04
-
388
Providing centering including strutting & proping etc. and its removal after use in deck slab as per spcification and direction of E/I.
37.36
-
523
Supplying and Labour charge for pitchng on apron slope of bank with stone boulder duly packed (uncreated) laying in launching apron and slope materials within 150 m lead and all lifts as per specification and direction of E/I.
1.5
-
1043.76
Supplying of 600 mm dia NP3 Hume pipe including loading, unloading and stacking at site as per direction of E/I.
12.5
-
2072.02
Labour for laying, fitting and fixing 600 mm dia NP3 Hume pipe in line, level and grade as well as providing approved jointing materials and joints filled to make them leak proof all complete as per specification and direction of E/I.
12.5
-
544
Providing M.S.reinforcement (tor steel) as per approved design, supplying annealed wire, placing M.S. rods in position all complete job as per specification and direction of E/I.
-
-
-
(a) 8mmØ to 10mmØ
2.42
-
68760
(b) 12mmØ to 16mmØ
3.62
-
66590
Carriage of Materials
-
-
-
Cement
1635.84
-
943.92
Steel
6.04
-
943.92
Sand
8019.26
-
893.89
Stone Chips
4788.5
-
1511.91
Stone Metal
105.59
-
1647.24
Boulder
1.5
-
776.86
NP3 Hume Pipe (600mm dia)
12.5
-
301.93
Add GST @12%
1
-
1
Add Labour Cess @1%
1
-
1
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