Water Resources Department-WRD has published Construction Of Cd At Km. 3.64 And Lining From Km. 2.08 To 2.12 Of Vishnupaduka Distributary (Ex. Km 6.42 Of Irmc). . Submission Date for this Tender is 16-12-2021. Drainage Tenders in Rajnagar, Seraikela Kharsawan Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | E/W in 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 150 M. initial lift of 1.5M. As per specification and direction of E/I. (7.1.27) |
| 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) |
| 3 | E/W in excavation in canal by the hydraulic excavator as per designed section insoft rock (where blasting is not needed)(Vide classification of soil item-C) with disposal of spoil upto 500 M with all lifts by tripper including construction and maintenanceof haul road all complete as per specification and direction of E/I. (7.1.43.6) |
| 4 | 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. (Vide S.R.Item No. 7.3.3) |
| 5 | 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. (Vide S.R.Item No. 7.3.4) |
| 6 | 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. (Vide S.R. Item No. 7.3.5) |
| 7 | 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. (Vide S.R. Item No. 7.3.9) |
| 8 | 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. (Vide S.R. Item No. 7.3.10) |
| 9 | 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 wellreinforcement its cutting, bending, biniding and placing complete job as per specification and direction of E/I. (Vide S.R. Item No. 7.3.13) |
| 10 | Providing shuttering including sttruting , proping etc. and its removal after use in foundation as per specification and direction of E/I. (S.R. Item No. 7.3.18) |
| 11 | 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.(Vide S.R.Item No. 7.3.19) |
| 12 | Providing centering including strutting & proping etc. and its removal after use in deck slab as per spcification and direction of E/I. (Vide S.R.Item No. 7.3.20) |
| 13 | 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) 10mm,12mm dia |
| 14 | 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) |
| 15 | Supplying , fitting and fixing rubber seal (water stop) of approved quality for construction joints complete jobas per specification and direction of E/I. (5.8.4) |
| 16 | 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) |
| 17 | Supplying, fitting and fixing copper strip of 16 gauge of approved quality (with 99% purity) expension joints complete job as per specification and direction of E/I. (7.8.1) |
| 18 | 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 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. (Vide S.R. item no. 7.1.31) |
| 19 | 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 leadof 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) |
| 20 | 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) |
| 21 | Earth work in Lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.50M including the cost of formation of sub- grade of canal lining, profiling, levelling, controlling of slopes and fine dressing with disposal of excavate earth and nominal dewatering if any all complete as per approved design specification and direction of E/I. 7.1.21 |
| 22 | providing and placing sand filler free from clay and other organic materials (F.M.2.5 to3.0) 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.(7.2.8) |
| 23 | 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.(S/R item no. 7.3.1.1) |
| 24 | 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 side and bttom curved portion of canals in panel with construction joined 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.(S/R item no. 7.2.19.1) |
| 25 | Supplying and laying Hessian cloth (0.30 kg/m² ) all complete as per specification and direction of E/I. |
| 26 | 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. |
| 27 | Carriage of materials:- |
| 28 | Carriage of materials:-(a) cement |
| 29 | Sand |
| 30 | Stone chips |
| 31 | steel |
| 32 | Add GST @12% |
| 33 | Add Labour Cess @1% |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
