Water Resources Department Tender
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Costs
EMD
₹ 3,72,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WRD_36131_1Bid Award Id
ViewTender No
WRD/WWDIV GARHWA/SBD-02/18-19Tender Authority
Water Resources Department ViewPurchaser Address
-
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Documents
BOQ Items
... More
Extra for hard soil ( vide classifiaction of soil item no-B ) all complete as per specifcation and direction of E/I (7.1.10)
18656.39
-
12
... More
Extra for wet earth all complete as per specifcation and direction of E/I (7.1.22)
2525.77
-
10
... More
E/W in excavation in canal by the hydraulic excavator (Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. 7.1.43.8
2283.85
-
485
... More
Earth Work in filling in canal banks (canal discharge upto 28 cumecs) as well as special repair of canal banks in ordianry 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 30 M and lift of 1.5 M including breaking clods to maximum 50 mm cube placing the earth in layers not exceeding 225 mm thick complete as per specification and direction of E/I. (Mode of measurement sectional measurement shall be of compacted earth) (7.1.25)
3704.81
-
97
... More
Extra for earth work in each additional lead of 25 M beyond the initial as per specification and direction of E/I (specification revised vide T.E.C latter no.-1867(Anu) dated 09.12.88) (vide S.O.R item 7.1.33.1 ) (i) For ordinary or hard soil (vide classification of soil item A& B) one Extra lead
6477.79
-
10
... More
Two extra lead
5115.28
-
20
... More
Three extra lead
4110.92
-
30
... More
Extra for Earth work for each subsequent lift of 1M over the initial lift of 1.5 M for ordinary and hard soil (vide classification of soil item A and B)(7.1.34.1)i.) One Extra lift
10352.68
-
10
... More
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 60mm 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 dated 22.09.16) (7.1.26) lead beyond 150M but upto 500 M.
2008.71
-
174
... More
lead beyond 1/2KM but upto 1.00km.
669.57
-
189
... More
lead beyond 1.00km. But upto 2km
669.57
-
208
... More
watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I. Hammer to achieve minimum 85% of Maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I.7.1.38
6695.71
-
30
... More
Earthwork 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 excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I 7.1.21
2376.77
-
115
... More
Providing and placing sand filter free from clay and other organic materials (FM 2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and direction of E/I (where depth of cutting is more than 6 M i.e. 20 ft) , 7.2.8
1359.13
-
967
... More
Providing P C C M-150 with nominal mix of (1:2:4) with approved quality of graded stone chips (20 mm 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 7.3.1.1..
603.43
-
7361
... More
Providing 100mm 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 constructiion joint including cost of form work and its removal, curing, royalty and all other taxes, complete job as per specification and direction of E/I 7.2.19.1
1184.96
-
7361
... More
supplying of hessian cloth (0.3 kg/M2 Cot.) SOR Page 35 item 67
13034.6
-
41.82
... More
Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. 7.2.10.1 for canal side slope Lining item 13
1705.49
-
95
... More
for canal bed (Lining item 14)
100.71
-
68
... More
E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item– A and disposal and excavated earth so obtained to a distance up to 50 m and average lift of 1.5 m including leveling ,ramming the foundation trenches removing the roots or shrubs etc all complete as per specification and direction of E/I . (7.1.27)
849.22
-
115
... More
Providing coarse clean local sand in filling in foundation trenches including ramming, watering , royalty and all other taxes complete jobs as per specification of E/I . (7.1.37)
80.91
-
233
... More
Providing designation 75 A on brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. (5.6.1)
249.66
-
248
... More
Providing PCC M 100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size )clean coarse sand of F.M 2.5 to 3.0 including screening ,shuttering mixing cement concrete in mixer and placing in position , vibrating , striking ,curing , taxes and royalty all complete as per building specification and direction of E/I(5.3.3)
73.45
-
3876.35
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Dismantling pucca brick or limework including stacking serviceable materials in countable stacks with in 15 m lead and disposal of unserviceable materials with all lead all complete as per direction of E/I. (5.10.1)
35.9
-
390.16
... More
Providing rough dressed random rubble masonary in CM (1:4) in foundation with approved quality of coarse sand of requisite FM (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 and all etc. complete job as per specification and direction of E/I . (7.4.10)
382.68
-
2279
... More
supply of NP2 H.P. with collar as per IS 458-1971 vide sl no M215 page no 24 (150 mm )
151.5
-
379.68
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Labour for laying ,fitting and fixing NP2 hume pipe in line,level and grade as well as providing approved jointing materials and joints properly filled to make them leak proof all complete as per specification and direction of E/I . (hume pipe available within lead of 40 m )(7.6.1.1) (150 mm dia )
151.5
-
158
... More
Providing and and laying P.C.C. or R.C.C. with nominal mix of (1:2:4) in superstructure of various components of canal or embankment structures with approved quality of 40 mm graded coarse aggregate of required grade (as per design ) and approved quality of sand of requisite FM (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 as reinforcement ,its cutting bending ,binding and placing complete job as per specification and direction of E/I . (7.3.9)
18.37
-
4909
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Providing shuttering including strutting propping etc and its removal after use in foundation as per specification and direction of E/I.(7.3.18)
166.77
-
363
... More
E/W in filling in foundation trenches and back filling of structures in layers not exceeding 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 1.5 m complete job as per specification and direction of E/I. (7.1.31)
319.26
-
88
... More
Providing 25 mm thick cement plaster (1:4) with approved quality sand and requisite FM (2.5 to 3.0) washed and screened and its removal royalty and all taxes as per specification and direction of E/I . (7.5.5)
2108.67
-
229
... More
Providing 1.5 mm thick cement punning including curing etc complete job as per specification and direction of E/I .(7.5.10
1720.08
-
45
... More
labour charge for site clearance and taking out hume pipe of old outlets
170
-
237.38
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Providing 25 mm thick water proof cement plaster (1:4) with approved quality sand and requisite FM (2.5 to 3.0) washed and screened and its removal royalty and all taxes as per specification and direction of E/I . (7.5.9)
382.8
-
247
... More
Dismantling old plaster and pointing incement or lime and raking out joints to 15 mm depth , watering and disposal of unserviceable materials with all leads all complete as per direction of E/I . (5.10.7)
384.83
-
15.46
... More
Supply of NP3 R.C.C. HP as per IS 458-1971 300 mm dia
64.03
-
1044.13
... More
Supply of NP3 R.C.C. HP as per IS 458-1971 600 mm dia
145.52
-
2260.38
... More
Supply of NP3 R.C.C. HP as per IS 458-1971 900 mm dia
48.8
-
3911.98
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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 . (7.6.1.3) 300 mm
64.03
-
283
... More
Labour for laying ,fitting and fixing NP3 hume pipe 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 . (7.6.2.2) 600 mm
145.52
-
544
... More
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 . (7.6.2.4) 900 mm
48.8
-
1076
... More
Providing and and laying P.C.C. or R.C.C. M150 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 FM (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 as reinforcement ,its cutting bending ,binding and placing complete job as per specification and direction of E/I . (7.3.4)
46.45
-
4909
... More
Providing rough dressed random rubble masonary in CM (1:4) in super structure with approved quality of coarse sand of requisite FM (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 and all etc. complete job as per specification and direction of E/I . (7.4.13)
73.25
-
2405
... More
Providing PCC M 100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size )clean coarse sand of F.M 2.5 to 3.0 including screening ,shuttering mixing cement concrete in mixer and placing in position , vibrating , striking ,curing , taxes and royalty all complete as per building specification and direction of E/I(7.3.3)
68.3
-
4257
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E/W in filling in foundation trenches and back filling of structures in layer not exceeding 150 mm thick with pervious or semi pervious or suitable soil from borrow pits free from logs , roots , or any other ingredients by manual excavation and carriage by truck with all lift including watering , ramming , fully compacted and finely dressed complete job as per specification and direction of E/I. (7.1.35.1) Beyond 150 m but upto 0.5 km
103.7
-
337
... More
Providing shuttering ,including strutting propping etc and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I.(7.3.19)
82.65
-
388
... More
Construction of embankment with approved materials obtained from borrow pits with all lifts and leads ,transporting to site ,spreding ,grading to required slope and compacting to meet requirement of table 300-2 (3.16)
5080.14
-
210
... More
Providing , laying , spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing , rolling , with vibratory roller 8-10 tonnes /smooth 3 wheeled steel roller in stages to proper grade and camber ,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate , watering and compacting to the required density .) Grading –II (using screening crushable type such as moorum or gravel ) (SR no. 4.9A(ii)
1204.87
-
1170
... More
R. Comu. Estimate 1
1204.87
-
1196
... More
E\W in excavation in foundation trenches in ordinary soil) vide classification of soil item-A ) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts ,leveling ramming the foundation trenches removing roots of trees ,shrubs all complete as per approved design ,building specification direction of E\I .(5.1.1)
170.59
-
109.36
... More
E/W in excavation of canals having discharge between 8.5 cumecs (300 cusecs ) and 0.14 cumecs (5 cusecs ) in ordinary soil vide classification of soil item- A) including clod breaking , having earth in 225 mm layer and rough dressing of soil with initial leads of 10 m and lift of 1.5 m all complete as per approved design specification and direction of E/I. (7.1.8)
330.75
-
91
... More
Carriage of materials Cement
752.52
-
337.83
... More
Sand
2597.5
-
514.08
... More
Stone chips
1667.31
-
583.77
... More
stone Metal
3048.38
-
635.96
... More
Bricks
8.12
-
842.99
... More
Boulder
442.29
-
419.67
... More
Hume Pipe 150 mm
1.16
-
1702.8
... More
Hume Pipe 300 mm
0.64
-
5108.29
... More
Hume Pipe 600 mm
1.33
-
12259.96
... More
Hume Pipe 900 mm
0.49
-
30649.83
... More
Moorum
722.92
-
264.67
... More
G.S.T. @12%
1
-
1
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Labour cess@1%
1
-
1
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