Water Resources Department-WRD has published Construction Of Slr Bridge At Km 0 . 653 And 9 . 20 , Foot Bridge At Km 1 . 60 , Super Passage At Km 5 . 43 And Ld Syphon At Km 10 . 25 Of Vishnupaduka Distributary Ex Km 6 . 42 Of Irmc . . Submission Date for this Tender is 04-09-2019. Bridge Work Tenders in Rajnagar, Seraikela-Kharsawan Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of SLR Bridge at KM 0.653 and 9.20, Foot Bridge at KM 1.60, Super Passage at KM 5.43 and LD Syphon at KM 10.25 of Vishnupaduka Distributary Ex KM 6.42 of IRMC. | |||||
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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) | 2692.3 | 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) | 1432.3 | 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 500m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(7.1.43.6) | 1425.83 | M3 | |
| 4 | 4 | Excavation of soft rock in canal for all depths where blasting is needed, but due to non blasting zone, blasting is not possible and the work to be done by controlled wedging and hammering including lip cutting etc. with disposal of spoils(soft rock) beyond 30m, but upto 500 m by mechanical means all complete job as per specification and direction of E/I(With Prior Approval of Chief Engineer). (7.1.43.8) | 1890.96 | m3 | |
| 5 | 5 | Providing and laying P.C.C.M-100 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) | 34.24 | 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) | 225.8 | M3 | |
| 7 | 7 | 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 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. (7.3.5) | 157.74 | M3 | |
| 8 | 8 | Providing and laying P.C.C. or R.C.C. M-150with 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 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. (Vide S.R. Item No. 7.3.9) | 146.78 | M3 | |
| 9 | 9 | Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of [ 1:1½:3 ] in superstructure 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 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. (7.3.10) | 250.83 | M3 | |
| 10 | 10 | Providing and laying R.C.C M.200 with nominal mix of l (1:1½:3) in 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. (7.3.13) | 153.43 | M3 | |
| 11 | 11 | Providing and laying P.C.C.M-200 with nominal mix of (1:1½:3) in wearing coat over deck slab with 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. (7.3.15) | 11.82 | M3 | |
| 12 | 12 | Provoding and laying dry pitching with precast concrete block 600mm x 600mm x 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall --do--do-- complete job as per specification and direction of E/I. (7.3.17) | 57.47 | m3 | |
| 13 | 13 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (7.3.18) | 485.29 | M2 | |
| 14 | 14 | 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) | 1391.64 | M2 | |
| 15 | 15 | Providing centering including strutting and proping etc.and removal after use in deck slab as per specification and direction of E/I. (7.3.20) | 258.52 | M2 | |
| 16 | 16 | Hire and labour charges for staging for super structure of bridge with tubular steel pipe (TATA or equivalent) conforming to I.S- 11239 (Part I & II) consisting of H-Frame (2m x 1m) made of 40 mm NB (Heavy) pipe and horizontal and diagonal bracing with 40 mm NB (Medium) pipe including necessary, clamping arrangement of approved make etc. Complete as per design & drawings and direction of Engineer-in-charge including releasing and dismantling and removing and clearing the site on completion of work. Founded on sleeper base and on compacted bed. (6.3.26) | 584.87 | m3 | |
| 17 | 17 | Providing Drainage Spouts complete as per drawing and Technical specification all complete job as per specification and direction of E/I. (RCD 14.9) | 28 | nos. | |
| 18 | 18 | Supplying,fitting and fixing in position true to line and level elastomeric bearing (13.14 PWD) | 11700 | cm3 | |
| 19 | 19 | 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) | 39.29 | m2 | |
| 20 | 20 | 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. (7.2.2) | 4.71 | m3 | |
| 21 | 21 | Providing and placing stone metal graded filter of size 20mm to 45mm in slope and bed of canal below lining including royality and other taxes etc. all complete as per specification and direction of E/I (7.2.7) | 17.07 | m3 | |
| 22 | 22 | Labour for laying fine filter (sand) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder piching in slope and apron including light ramming etc. all complete as per specification and direction of E/I (7..7.13) | |||
| 23 | 22.01 | (a) sand filter (M004 + 7.7.13) | 11.89 | m3 | |
| 24 | 22.02 | (b) Stone chips filter (M031 + 7.7.13) | 11.89 | m3 | |
| 25 | 22.03 | ©stone metal filter (5.6.3) | 11.89 | m3 | |
| 26 | 23 | 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 (7.8.1) | 54.29 | kg | |
| 27 | 24 | Supplying , fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. (7.8.2) | 4.8 | kg | |
| 28 | 25 | 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) | 176 | nos | |
| 29 | 26 | Providing and fixing in position bitumen filler (bitumen, cement and sand) in construction joints complete job as per specification and direction of E/I. (6.7.4) | 2.54 | per cm width /cm depth/ 100m length | |
| 30 | 27 | 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 30).1 roll=1m x 20M | 11.63 | roll | |
| 31 | 28 | 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 | 0.35 | MT | |
| 32 | 29 | Supplying laying boulder in rock toe,heel trenches of the dam as per design, drawing including the cost of materials royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I.(5.6.4) | 7.24 | m3 | |
| 33 | 30 | Supplying , fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. (5.8.4) | 8.79 | per m | |
| 34 | 31 | 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) | 1233.05 | M3 | |
| 35 | 32 | Earth work in back filling in foundation trenches and back filling of structures in layers not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with semi pervious or suitable earth obtainedafter cutting of borrow pits within a lead of 30 M and lift of 1.5 M complete job as per specification and direction of E/I. (Vide S.R. item no. 7.1.32) | 918.96 | m3 | |
| 36 | 33 | E/W in filling in flood embankment, 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 form borrow area or any other sources free from logs, roots, or any other ingredients ets. with initial lead of 15M and lift of 1.5M including breaking clods to maximum 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I. (Mode of measurement sectional meacurement shall be of compacted earth) (7.1.24) | 2212.03 | m3 | |
| 37 | 34 | 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) | 1843.35 | per m3 | |
| 38 | 35 | 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 measurementsectional measurement of compacted earth). (7.1.39) | 3774.53 | per m3 | |
| 39 | 36 | 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) | 316.28 | M3 | |
| 40 | 37 | 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) | 157.63 | M3 | |
| 41 | 38 | 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) | 85.42 | M3 | |
| 42 | 39 | Supplying and laying of painting of approved quality of sealing compound. (Approved rate) | 64.44 | m2 | |
| 43 | 40 | 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) | 130.59 | M3 | |
| 44 | 41 | Supplying and laying Hessain cloth (0.3 kg/m2) all complete as per specification and direction of E/I. (S/R sl. No. 67, page 30) | 706.52 | m2 | |
| 45 | 42 | Supplying and labour charge for laying and fixing LDPE film below bed and curvature including carriage upto work site all complete as per direction of E/I. | 125.74 | per m2 | |
| 46 | 43 | Suppyling NP2 R.C.C hume pipe with collars as per ISS 458-1971 (sl no M215(vii) pg 24 (600 mm dia) | 10 | M | |
| 47 | 44 | Labour for laying, fitting and fixing of NP2 hume pipe with collars in line level and grade as well as providing approed jointing maerials and joints properly filled to make them water proof, all complete job as per specification and direction of E/I.(7.6.1.5) (600 mm dia) | 10 | M | |
| 48 | 45 | Supplying and laying moorum as per specification and direction of E/I. | 70.12 | m3 | |
| 49 | 46 | Providing 10mm thick vertical joints a suitable interval, joints filled with bitumenous materials of approed quality including royalty all taxes etc. all complete as per specification and direction of E/I.(7.2.10.1) for canal side slope. [Km 9.20] | 31 | per M | |
| 50 | 47 | Providing 10mm thick vertical joints a suitable interval, joints filled with bitumenous materials of approed quality including royalty all taxes etc. all complete as per specification and direction of E/I.(7.2.10.2) for canal bed. [Km. 9.20] | 40 | per M | |
| 51 | 48 | Providing, laying, spreading and compacting stone aggregates (WBM Gr-I) 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.i.a) [Km. 9.20] | 44.63 | M3 | |
| 52 | 49 | 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) [Km. 9.20] | 22.31 | M3 | |
| 53 | 50 | 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. 7.3.22 (a) | |||
| 54 | 50.01 | 6mm f | 0.009 | M.T. | |
| 55 | 50.02 | 8mm f | 1.2 | M.T. | |
| 56 | 50.03 | 10mm f | 15.62 | M.T. | |
| 57 | 50.04 | 12mm f | 14.19 | M.T. | |
| 58 | 50.05 | 16mm f | 4.87 | M.T. | |
| 59 | 50.06 | 20mm f | 11.44 | M.T. | |
| 60 | 51 | Carriage of Materials | |||
| 61 | 51.01 | Cement [From JSR Av. Lead 47 KM (P) | 482.52 | MT | |
| 62 | 51.02 | Sand | |||
| 63 | 51.03 | 0.653 [FROM KUJJU RIVER Av lead 9Km- 1KM(K)+8KM(P) | 177.32 | m3 | |
| 64 | 51.04 | 1.6 [FROM KUJJU RIVER Av lead 13Km- 1KM(K)+12KM(P) | 32.69 | m3 | |
| 65 | 51.05 | 5.43 [FROM KUJJU RIVER Av lead 13Km- 1KM(K)+12KM(P) | 193.61 | m3 | |
| 66 | 51.06 | 9.2 [FROM KUJJU RIVER Av lead 9Km- 1KM(K)+8KM(P) | 48.31 | m3 | |
| 67 | 51.07 | 10.25 [FROM KUJJU RIVER Av lead 13Km- 1KM(K)+12KM(P) | 197.36 | m3 | |
| 68 | 51.08 | Stone Chips | |||
| 69 | 51.09 | 0.653 [ Av. Lead 28Km-1Km(k)+23Km(P)=24km | 354.64 | m3 | |
| 70 | 51.1 | 1.6 [From Hata Av. Lead 28Km-1Km(k)+27Km(P) | 65.38 | m3 | |
| 71 | 51.11 | 5.43 [From Hata Av. Lead 28Km-1Km(k)+27Km(P) | 344.81 | m3 | |
| 72 | 51.12 | 9.2 [ Av. Lead 28Km-1Km(k)+23Km(P)=24km | 96.61 | m3 | |
| 73 | 51.13 | 10.25 [From Hata Av. Lead 28Km-1Km(k)+27Km(P) | 353.02 | m3 | |
| 74 | 51.14 | Stone metal | |||
| 75 | 51.15 | 5.43 [From Hata Av. Lead 28Km-1Km(k)+27Km(P) | 11.89 | m3 | |
| 76 | 51.16 | 10.25 [From Hata Av. Lead 28Km-1Km(k)+27Km(P) | 11.89 | m3 | |
| 77 | 51.17 | 9.2 [ Av. Lead 28Km-1Km(k)+23Km(P)=24km | 89.03 | m3 | |
| 78 | 51.18 | Boulder [From Hata Av. Lead 28Km-1Km(k)+27Km(P) | 7.24 | m3 | |
| 79 | 51.19 | Steel [From JSR Av. Lead 47 KM (P) | 47.67 | MT | |
| 80 | 51.2 | Moorum [From local Av. Lead 5Km-3Km(K)+2Km(P) | 125.66 | m3 | |
| 81 | 51.21 | Hume Pipe [From JSR Av. Lead 45 KM (P) | 10 | Per M | |
| 82 | 52 | Add GST @12% | 1 | L.S. | |
| 83 | 53 | Add Labour Cess @1% | 1 | L.S. |
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