Water Resources Department-WRD has published Tender For Earthwork And Construction Of Structures Of Barachhatimi Distributaries In Chandan Branch Canal Of Punasi Reservoir Scheme. Submission Date for this Tender is 26-08-2019. Canal Construction Tenders in Barachhatmi (Mohanpur) Deoghar Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Earthwork and Construction of Structures of Barachhatimi Distributaries in Chandan Branch Canal of Punasi Reservoir Scheme. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Jungle clearance in borrow area, building permises, flanks and slopes of the road, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I.(Specification is revised by central schedule rate committee in the meetingb held on 11.01.84 in thev office of Engineer-in-chief, technical examination cell, Patna.) | BI01010001010000000000000515BI0100001114 | 77119.8 | Per M2 |
| 2 | 2 | Preparation of seat of embankment or canals by 75 mm ploughing and removing the grass roots etc. as per specification and direction of E/I. | BI01010001010000000000000515BI0100001115 | 38163.2 | Per M2 |
| 3 | 3 | Earth work in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed wih kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 M with all lifts by tipper including construction and mainanance of haul road all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001116 | 9756.85 | Per M3 |
| 4 | 4 | Earth work in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting in not needed) vide type of soil item - C with disposal of spoil upt 500M with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001117 | 4181.51 | Per M3 |
| 5 | 5 | Earth Work in flood embankment , canal banks as as special repair of embankment in canal banks 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 ingradients with all lifts including breaking clods to maximum 60mm size , placing the earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. ( As per TEC letter No. 587, dated:- 22-09-2006)\nLead Beyond 150M but upto 500 M | BI01010001010000000000000515BI0100001118 | 69407.9 | Per M3 |
| 6 | 6 | Lead Beyond 1/2 KM but upto 1 KM | BI01010001010000000000000515BI0100001119 | 7711.98 | Per M3 |
| 7 | 7 | 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. | BI01010001010000000000000515BI0100001120 | 140.23 | Per % M2 |
| 8 | 8 | Extra for each lead of 150M over initial lead of 150M | BI01010001010000000000000515BI0100001121 | 841.38 | Per % M2 |
| 9 | 9 | Earth 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 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I | BI01010001010000000000000515BI0100001122 | 1409.52 | Per M3 |
| 10 | 10 | Extra for earth work in hard soil (vide classification of soil item -B) all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001123 | 563.083 | Per M3 |
| 11 | 11 | Providing and laying P.C.C. or R.C.C. M-75 with nominal mix of (1:4:8) in foundation of various components of canal or embankment structers 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 royality 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 | BI01010001010000000000000515BI0100001124 | 19.22 | Per M3 |
| 12 | 12 | 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 gradw (as per design) and approved quality of sand of requisite F.M (2.5 to3.0) washed andscreened including necessary tool amd plants, vibrating, curing royalty etc. excluding cost of form work as weii as reinforcment, its cutting bending, binding and placing complete job as per specification and direction E/I. | BI01010001010000000000000515BI0100001125 | 152.54 | Per M3 |
| 13 | 13 | Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1.1/2:3) in foundation of various coponents 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 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 | BI01010001010000000000000515BI0100001126 | 22.45 | Per M3 |
| 14 | 14 | Providing rough dressed random rubble stone massonary in C.M.(1:4) in foundation with approved quality of coarse sand of requsite F.M. (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 | BI01010001010000000000000515BI0100001127 | 477.83 | Per M3 |
| 15 | 15 | Labour charges for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (Materials within 150M and all lifts) as per specification and direction of E/I. | BI01010001010000000000000515BI0100001128 | 241.02 | Per M3 |
| 16 | 16 | Labor 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 pitching in slope and apron including light ramming etc all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001129 | 80.35 | Per M3 |
| 17 | 17 | Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well providing approved jointing materials and joints properly filled to make them water proof, all complete job as per specification and direction of E/I \n600 mm dia Pipe | BI01010001010000000000000515BI0100001130 | 67.5 | Per M |
| 18 | 18 | Labour for laying, fitting and fixing NP3 hume pipe in line, level and grade, as well providing approved jointing materials and joints properly filled to make them leak proof, all complete job as per specification and direction of E/I (Hume pipe available within a lead of 40 m.)\n600 mm dia Pipe | BI01010001010000000000000515BI0100001131 | 40 | Per M |
| 19 | 19 | Supply of stone boulder of size 300 mm for piitching | BI01010001010000000000000515BI0100001132 | 241.02 | Per M3 |
| 20 | 20 | Supply of Aggregates 53 mm to 22.4 mm(grade iii) | BI01010001010000000000000515BI0100001133 | 80.34 | Per M3 |
| 21 | 21 | Supply of NP-2 R.C.C Hume pipe 600 mm dia with collar as per I.S.S 458-1971 | BI01010001010000000000000515BI0100001134 | 67.5 | Per M |
| 22 | 22 | Supply of NP-3 R.C.C Hume pipe 600 mm dia with collar as per I.S.S 458-1971 | BI01010001010000000000000515BI0100001135 | 40 | Per M |
| 23 | 23 | Providing shuttering including shuttering proping etc and its removal after use in foudation as per specification and direction of E/I | BI01010001010000000000000515BI0100001136 | 749.5 | Per M2 |
| 24 | 24 | Providing TMT bar reinforcement( tor steel ) as per approved design drawing , removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S road in position all complete job as per specification and direction of E/I. ( iii ) 12 mm dia | BI01010001010000000000000515BI0100001137 | 0.38 | Per MT |
| 25 | 25 | Earth work in filling foundation trenches and back filling of structure in layer not exceeding 150 mm. thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained fromexccavtion 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. | BI01010001010000000000000515BI0100001138 | 140.94 | Per M3 |
| 26 | 26 | Providing cement tuck pointing ( 1:3) on stone masonry with approved quality of sand of requisite FM (2.5 to 3) washed and screened including curing, scaffolding whereever required and its removal, royalty etc complete job as per specification and direction of Engineer in charge. | BI01010001010000000000000515BI0100001139 | 195.23 | Per M2 |
| 27 | 27.01 | Carriage of Materials \nBoulder Lead 44 KM Pucca and 1 Km Kutcha | BI01010001010000000000000515BI0100001140 | 718.85 | Per M3 |
| 28 | 27.02 | Sand Lead 34 KM Pucca and 1 KM Kutcha | BI01010001010000000000000515BI0100001141 | 281.35 | Per M3 |
| 29 | 27.03 | Cement Lead 14 KM Pucca and 1 KM Kutcha | BI01010001010000000000000515BI0100001142 | 146.47 | Per MT |
| 30 | 27.04 | Chips Lead 44 KM Pucca and 1 KM Kutcha | BI01010001010000000000000515BI0100001143 | 156.54 | Per M3 |
| 31 | 27.05 | Metal Lead 44 KM Pucca and 1 KM Kutcha | BI01010001010000000000000515BI0100001144 | 84.94 | Per M3 |
| 32 | 27.06 | Reinforcement TMT bars 14 KM Pucca and 1 KM Kutcha | BI01010001010000000000000515BI0100001145 | 0.38 | Per MT |
| 33 | 27.07 | H.P. NP-3 8 Nos. (600mm) Lead 99 KM and 1 KM Kutcha | BI01010001010000000000000515BI0100001146 | 1.07 | Per % M |
| 34 | 28 | 12% GST | BI01010001010000000000000515BI0100001147 | 1 | Nos |
| 35 | 29 | 1% Labour Cess | BI01010001010000000000000515BI0100001148 | 1 | Nos |
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