Water Resources Department Tender
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Water Resources Department - WRD Tender
Eprocure
Opening Date
21 Jun 2019Closing Date
6 Jul 2019Tender Amount
₹ 18,57,94,703Costs
EMD
₹ 18,58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Residual E/w, Lining, Strutures And Wbm Service Road.
Description
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Contact
Tender Id
2019_WRD_39454_1Bid Award Id
ViewTender No
WRD/MDD-7/GALUDIH/IFB-03/19-20Tender Authority
Water Resources Department ViewPurchaser Address
-
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Documents
BOQ Items
Earth work in excavation in canal by the hydraulic excavator as per design section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil upto 500 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.
1095.07
-
247
Earth work in flood embankment canal banks as well as special repair of embankment in canal banksin grade A & B type of soil (vide soil A & B) in proper profile excavated 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 cube placing the earth in layer not exceeding 225 mm thick complete as per specification and direction of E/I. (Beyond 1/2 km but upto 1 km.)
59989.52
-
189
Labour for rolling and compacting the earth in layer of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achiev minimum 95% 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.
40004.59
-
21
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.
21504.82
-
30
Preparation of seat of embankment of canals by 75mm ploughing and removing the grass roots etc. as specification and direction of E/I.
70794.06
-
4
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.
28752.82
-
1139
Extra for each lead of 150m over the initial lead of 150m. - 3 nos. extra lead
28752.82
-
1281
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.
5771.03
-
115
Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I.
2885.51
-
12
Providing P.C.C. M-100 with nominal mix of (1:3:6) 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.
203.08
-
6800
Providing and placing sand filter free from clay & other organic materials (F.M 2.5 to 3.0) in slope & bed of the canal, below lining including the cost of watering, compaction, royality and other taxes as per specification and direction of E/I.
4296.87
-
967
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.
304.41
-
733
Providing 100 mm thick P.C.C. lining in M-100 with nominal mix of (1:3:6) 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.
3263.81
-
6800
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
6071.39
-
95
(b) For canal bed
697.8
-
68
Providing and placing in position Hessian cloth (0.3 kg/m³ Cot.) in slope of lining as per direction of E/I.
23266.9
-
38.34
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.
2557.01
-
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.
11548.2
-
115
Providing designation 75A one 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.
258.34
-
231.26
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.
458.35
-
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.
5063.81
-
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.
1422.22
-
4257
Providing and laying P.C.C. or R.C.C. M-100 with nominal mix of (1:3:6) in super structure 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.
958.33
-
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.
522.95
-
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.
58.87
-
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.
490.9
-
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.
756.32
-
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.
348.03
-
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.
7.74
-
5479
Providing shuttering including sttruting , proping etc. and its removal after use in foundation as per specification and direction of E/I.
3792.32
-
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.
5743.14
-
388
Providing centering including strutting & proping etc. and its removal after use in deck slab as per spcification and direction of E/I.
777.73
-
523
Supplying and laying good quality of stone metal of size ( 20 mm to 63 mm ) in rock toe, heel trenches, toe drain 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.
355.39
-
991
Providing & placing in position two layer Shalimar tarphelt B.H (Type -II, Gr.-I) , I.S. 1322 - 1992 in between cap & deck slab as per approved drawing, specification & direction of E/I. (Sl. No. -65 on p-25)
2.75
-
1856.45
Providing & fixing in position 25 mm thick bituminastic board (Shallitex or eqivalent) as per I.S. 1838-1983 in expansion or construction joints all complete job as per specification & direction of E/I.
46.93
-
976
Providing and laying P.C.C. or R.C.C. M-100 with dry pitching with precast concrete block 600 x 600 x 300 mm size of M-100 nominal mix of (1:3:6) in floor and flank wall 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.
246.72
-
5814
Supplying, fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I.
118.7
-
113
Providing Weep holes with dry graded stone filtter of 20mm to 40mm size in abutment and wing walls as per specification & direction of E/I.
294
-
106
Supplying, fitting and fixing copper strip of 16 gauge of approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/I.
679.62
-
376
Providing iron angle (65 x 65 x 6mm) size confirming IS:226, welded with 10 mm dia rod @ 300 mm c/c and fixing in position in wearing coat at expansion joint's edge as per approved drawing, specification and direction of E/I.
0.13
-
54250.61
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 10 mmØ
78.69
-
68705
(b) 12 mmØ to 20 mmØ
52.22
-
66535
Earth work in excavation in canal by the hydraulic excavator as per design section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of spoil upto 10M with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.
10663.59
-
67
Labour for Initial rolling within the bank width and compacting the ground before forming the embankment with power road roller at O.M.C. to achieve minimum 95% of Maximum dry density including sprinkling the required quntity of water , making arrangement for supply and carriage of water with all leads & lifts,finishing the surface with proper camber geade, superelevation including hire charges of compacting machine and other tools and plants etc all complete, as per specification and direction of E/I.
20706
-
2.4
Providing granular base in one or more layers over the prepared sub-grade compacted by road roller so as to achieve 95 to 100% maximum dry density at O.M.C. including uniformly mixing the required quantity of water including cost of supply and carriage of water with all leads and lifts finishing the surface to proper grade, as per specification and direction of E/I. (Mode of measurement - compacted section) with approved quality of moorum and with hire charge of road roller with depriciation and major repair. (Vide S/R Ite
2588.25
-
308.32
Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreding in uniform thickness , hand packing , rolling with three wheel 80-100 kN static roller in stages to proper grade and camber , applying and brooming crushable screening to fill up the interstices of coarse aggregate , watering and compacting to required density Grading-1 as per Technical Specification Clause 405.
3105.9
-
1080
Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreding in uniform thickness , hand packing , rolling with three wheel 80-100 kN static roller in stages to proper grade and camber , applying and brooming crushable screening to fill up the interstices of coarse aggregate , watering and compacting to required density Grading-2 as per Technical Specification Clause 405.
2070.6
-
1170
Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreding in uniform thickness , hand packing , rolling with three wheel 80-100 kN static roller in stages to proper grade and camber , applying and brooming crushable screening to fill up the interstices of coarse aggregate , watering and compacting to required density Grading-3 as per Technical Specification Clause 405
1552.95
-
1196
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.
414.12
-
233
Supplying and labour charge for pitchng on apron slope of bank with stone boulder duly packed (uncreated) complete job ( materials within 150 m lead and all lifts as per specification and direction of E/I.
886.23
-
1131.76
Carriage of material at site by mechinical means as per direction of E/I. (i) Cement
2276.1
-
840.2
(ii) Steel
130.91
-
840.2
(iii) Sand
14469.58
-
354.73
(iv) Stone Chips
16446.95
-
1346.03
(v) Stone Metal
11859.14
-
1466.5
(vi) Boulder
13516.89
-
1401.9
(vii) Moorum
20964.66
-
230.92
(viii) Bricks
8464.91
-
825.17
Add GST @12%
1
-
1
Add Labour Cess @1%
1
-
1
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