Water Resources Department-WRD has published Construction Of Cr-Cum-Fall At Km 1 . 710 , 9 . 450 , Slr Skew Bridge At Km 5 . 670 , Slr Bridge At Km 6 . 630 And Lining Structure Gap Of Kolbaria Distributary Ex Km 1 . 20 Of Rajnagar Distributary . . Submission Date for this Tender is 11-09-2019. Distributory Tenders in Rajnagar, Seraikela-Kharsawan Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of CR-cum-Fall at KM 1.710, 9.450, SLR SKEW Bridge at KM 5.670, SLR Bridge at KM 6.630 and Lining Structure gap of Kolbaria Distributary Ex Km 1.20 of Rajnagar Distributary. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | E/W in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained (50 M. away from the edge of the trenches), with initial lead of 150M. And initial lift of 1.5M. As per specification and direction of E/I. (7.1.27) | 1272.24 | M3 | |
| 2 | 2 | Extra for earth work in hard soil (vide classification of soil item-B) all complete as per specification and direction of E/I. (7.1.10) | 1272.24 | M3 | |
| 3 | 3 | E/W in excavation in canal by the hydraulic excavator as per designed 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. (7.1.43.6) | 2792.46 | M3 | |
| 4 | 4 | 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. (Item No. 7.1.37) | 82.48 | M3 | |
| 5 | 5 | Providing and laying P.C.C. or R.C.C.M-10 with nominal mix of (1:3:6) in foundation of various components of canal or embankment 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 3.0) 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, binding and placing complete job as per specification and direction of E/I. (7.3.3) | 206.47 | M3 | |
| 6 | 6 | 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 structures 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, binding and placing complete job as per specification and direction of E/I. (7.3.4) | 193.52 | M3 | |
| 7 | 7 | Providing 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 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 but 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 specification and direction of E/I. (7.3.9) | 201.02 | M3 | |
| 8 | 8 | Providing and laying P.C.C. or R.C.C. M-10 with nominal mix of (1:3:6) in Superstructure of various components of canal or embankment 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 3.0) 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, binding and placing complete job as per specification and direction of E/I. (7.3.8) | 251.93 | M3 | |
| 9 | 9 | Providing and laying P.C.C.M-200 with nominal mix of (1:1½:3) in foundation of various component 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 centering and shuttering as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. (7.3.5) | 97.61 | M3 | |
| 10 | 10 | Providing and laying P.C.C.M-200 with nominal mix of (1:1½:3) in Superstructure of various components of canal structure 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 and all taxes etc. excluding cost of centering and shuttering as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. (7.3.10) | 106.06 | M3 | |
| 11 | 11 | Providing and laying P.C.C. or R.C.C.M-200 with nominal mix of (1:1½:3) in deck slab of various components of canal or embankment structures 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, binding and placing complete job as per specification and direction of E/I. (7.3.13) | 37.77 | M3 | |
| 12 | 12 | Providing and laying P.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 centering and shuttering as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. (7.3.15) | 24.55 | M3 | |
| 13 | 13 | Providing Iron Angle (65 X 65 X 6mm) size confirming IS 226, welded with 10mm dia rod @ 300mm c/c and fixing in position in wearing coat at expansion joints edge as per approved drawings specification and direction of E/I. S/R, Sl. no. 2 (b) (II) Page 30 | 0.2 | MT | |
| 14 | 14 | Providing Drainage Spouts complete as per drawing and Technical specification all complete job as per specification and direction of E/I. (RCD 14.9) | 6.1 | Each | |
| 15 | 15 | Providng and placing in position two layers shalimar tarfelt BH (type - II Gr - I) I/S 1322 - 1992 in between cap and deck slab as per approved drawing , specification and direction of E/I. (S/R sl. No. 65, page 38) (20 m X 1 m) | 0.46 | Roll (20m x 1 m) | |
| 16 | 16 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (7.3.18) | 406.88 | M2 | |
| 17 | 17 | 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. (7.3.19) | 1167.88 | M2 | |
| 18 | 18 | Providing centering including strutting and proping etc. and its removal after use in deck slab as per specification and direction of E/I. (7.3.20) | 56.98 | M2 | |
| 19 | 19 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6) | 8 | nos. | |
| 20 | 20 | Providing TMT bar 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 job as per specification and direction of E/I. (7.3.22a) | |||
| 21 | 20.01 | (a) 8mm dia | 0.348 | MT | |
| 22 | 20.02 | (b) 10mm dia | 6.019 | MT | |
| 23 | 20.03 | (c) 12mm dia | 3.474 | MT | |
| 24 | 20.04 | (d) 16mm dia | 4.33 | MT | |
| 25 | 20.05 | (e) 20mm dia | 3.372 | MT | |
| 26 | 21 | Earthwork in filling foundation trenches and back filling of structures in layer 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 30M and lift of 1.5M complete job, as per specification and direction of E/I. (7.1.31) | 184.87 | M3 | |
| 27 | 22 | 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 225 mm thick all complete as per specification & direction of E/I. Lead Beyond 150 M but upto 500 M (7.1.26.1) | 3318.38 | M3 | |
| 28 | 23 | 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 sprinking 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 and plants etc. for lined canal all complete as per specification and direction ofE/I. (Mode of masurement sectional measurement of compacted earth). (7.1.39) | 732.19 | M3 | |
| 29 | 24 | Providing, laying, spreading and compacting stone aggregates (WBM Gr-II) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes 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. (RCD 4.9.A.ii(a)) [with smooth 3 wheeler steel Roller] | 18.34 | M3 | |
| 30 | 25 | Supplying & laying moorum as per specification and direction of E/I. (Approved rate) | 18.34 | M3 | |
| 31 | 26 | Earth work in bed clearance or desilting of canals carrying F.S. discharge of 28 cumecs (1000 cusecs) or more in dead course of rivers etc in ordinary soil and removing the excavated earth in proper profile in spoils etc. with initial lead of 30m. and lift of 1.5m.as per specification and direction of E/I. (7.1.18) | 658.971 | m3 | |
| 32 | 27 | Extra for earth work for each subsequent lift of 1M over the initial lift of 1.5M For ordinary soil and hard soil (vide classification of soil item-A and B) all complete as per specification and direction of E/I. (7.1.34.1) | 329.486 | m3 | |
| 33 | 28 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I. (7.8.3) | 76.81 | M2 | |
| 34 | 29 | Supplying stone chips/agreegate (22.4mm to 2.36 mm) laying fine filter all complete job as per specification and direction of the Engineer. (M-031 + 7.7.13) | 3.23 | M3 | |
| 35 | 30 | Supplying and labour for laying fine filter sand or coarse dry graded filter all complete job as per specification and direction of E/I. (Page no. 14, M-004 + 7.7.13) | 3.23 | M3 | |
| 36 | 31 | Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design and drawing including the cost of materials, royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.3) | 1.32 | M3 | |
| 37 | 32 | Providing and laying dry pitching with precast concrete block 600X600X300mm of size of M-10 with nominal mix of (1:3:6) in floor and flank all complete as per specification and direction of E/I. (6.3.18) | 4.61 | M3 | |
| 38 | 33 | Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M 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) | 73.78 | M3 | |
| 39 | 34 | Providing and placing sand filter free from clay and other organic materials (F.M. 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 6M [20ft]). (7.2.8) | 401.042 | M3 | |
| 40 | 35 | 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.(7.3.1.1) | 31.092 | M3 | |
| 41 | 36 | 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 construction joined including cost of form work and its removal, curing, roylty and all other taxes, complete job as per specification and direction of E/I. (7.2.19.1) | 48.9 | M3 | |
| 42 | 37 | Supplying and laying of painting of approved qulaity of sealing compound all complete as per instruction and direction of the E/I. (Approved rate ) | 74.112 | M2 | |
| 43 | 38 | Supplying and laying Hessain cloth (0.3 kg/m2) all complete as per specification and direction of E/I (WRD SOR Page no 35, sl. no 67 ) | 428 | M2 | |
| 44 | 39 | Supplying and labour charges for laying and fixing LDPE film below bed and curvature including carriage upto work site all complete as per direction of E/I. (Approved rate ) | 120 | M2 | |
| 45 | 40 | 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 225 mm thick all complete as per specification & direction of E/I. Lead Beyond 150 M but upto 500 M. (7.1.26.1)\n\n | 568.64 | M3 | |
| 46 | 41 | 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 sprinking 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 and plants etc. for lined canal all complete as per specification and direction ofE/I. (Mode of measurement sectional measurement of compacted earth). (7.1.39) | 568.64 | M3 | |
| 47 | 42 | Carriage of materials:- | |||
| 48 | 42.01 | (a) Cement | 374.756 | MT | |
| 49 | 42.03 | (b) Sand | 1039.92 | M3 | |
| 50 | 42.04 | (c) Stone Chips | 1078.41 | M3 | |
| 51 | 42.05 | (d) Stone Metal | 39.444 | M3 | |
| 52 | 42.06 | (e) Moorum | 33.121 | M3 | |
| 53 | 42.07 | (f) Steel | 17.543 | MT | |
| 54 | 43 | Add GST @12% | 1 | L.S. | |
| 55 | 44 | Add Labour Cess @1% | 1 | L.S. |
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