Water Resources Department-WRD has published Construction Of Box Culvert At K . M . 14 . 360/14 . 460 S . L . R . Bridge At K . M . 1 . 525 And 2 . 626 Of Bagro Distributary Under Konar Canal Division , Bagodar. Submission Date for this Tender is 17-10-2019. Culvert Tenders in Bagodar Jharkhand. Bidders can get complete Tender details and download the document.
Name of Work: Construction of Box Culvert at K.M. 14.360/14.460 S.L.R. Bridge at K.M. 1.525 and 2.626 of Bagro Distributary under Konar Canal Division, Bagodar | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | 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 50m and average lift of 1.5M including leavelling, ramming the foundation trenches, removing the roots or shrubs all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001113 | 2990.9 | Per M3 |
2 | 2 | Extra for earthwork in hard soil (vide classification of soil item- B) all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001114 | 2499.5 | Per M3 |
3 | 3 | Earth work in excavation of foundation trenches in ordinary or soft rock (Vide classification of soil item-C) with disposal of spoil to a distance upto 30M and average lift of 1.5m including levelling, dressing the foundation trenches,removing roots of trees, shrubs etc.all complete as per specification and direciton of E/I. (soft rock where blasting is NOT required and approved by the concerned Chief Engineer). | BI01010001010000000000000515BI0100001115 | 1091.37 | Per M3 |
4 | 4 | Earth work in excavation in canal BY the hydraulic excavater(Rock Breaker)as per design section in soft rock (where blasting is probhited) Vide type of soil item-C with disposal of spoil up to 500M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direciton of E/I. | BI01010001010000000000000515BI0100001116 | 2182.73 | Per M3 |
5 | 5 | Earth work in excavation in canal BY the hydraulic excavater(Rock Breaker)as per design section in soft rock (where blasting is probhited) Vide type of soil item-C with disposal of spoil beyond 500 m up to 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direciton of E/I. | BI01010001010000000000000515BI0100001117 | 7639.57 | Per M3 |
6 | 6 | Earth work in filling foundation trenches and back filling of structures in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile with a lead of 30m and lift of 1.5m complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001118 | 1859.92 | Per M3 |
7 | 7 | 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 225mm thick all complete as per specification and direction of E/I. (As per TEC letter no. 587 dt. 22.09.06) lead beyond 150m up to 500m | BI01010001010000000000000515BI0100001119 | 15629.9 | Per M3 |
8 | 8 | Watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I. hammer to achieve minimum 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. | BI01010001010000000000000515BI0100001120 | 15629.9 | Per M3 |
9 | 9 | Providing and laying PCC or RCC 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 etc.excluding cost of form work as well as reinforcement,its cutting bending,binding and placing complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001121 | 77.67 | Per M3 |
10 | 10 | Providing and laying PCC or RCC 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 etc.excluding cost of form work as well as reinforcement,its cutting bending,binding and placing complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001122 | 354.21 | Per M3 |
11 | 11 | Providing and laying PCC or RCC M-200 with nominal mix of (1:1.5:3) 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 etc.excluding cost of form work as well as reinforcement,its cutting bending,binding and placing complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001123 | 131.582 | Per M3 |
12 | 12 | Providing and laying PCC or RCC M-150 with nominal mix of (1:2:4) in superstructure 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 etc.excluding cost of form work as well as reinforcement,its cutting bending,binding and placing complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001124 | 237.295 | Per M3 |
13 | 13 | Providing and laying PCC or RCC M-200 with nominal mix of (1:1.5:3) in superstructure 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 etc.excluding cost of form work as well as reinforcement,its cutting bending,binding and placing complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001125 | 297.165 | Per M3 |
14 | 14 | Providing and laying RCC M-200 with nominal mix of (1:1.5:3) 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 etc.excluding cost of centering and shuttering as well as reinforcement,its cutting bending,binding and placing complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001126 | 114.478 | Per M3 |
15 | 15 | Providing and laying PCC M-200 with nominal mix of(1:1.5:3) 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 etc excluding cost of form work. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001127 | 8.288 | Per M3 |
16 | 16 | Providing and laying dry pitching with precast concrete block 600x600x300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade as per design and approved quality of sand of required F.M (2.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing, as well as royalty all complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001128 | 7.013 | Per M3 |
17 | 17 | Providing rough dressed random rubble stone masonary in cement mortar (1:3) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3.0) washed and screened with raking out joints to 12mm depth, curing scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001129 | 90.54 | Per M3 |
18 | 18 | Providing rough dressed random rubble stone masonary in cement mortar (1:3) in superstructure with approved quality of coarse sand of requisite F.M (2.5 to 3.0) washed and screened with raking out joints to 12mm depth, curing scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001130 | 241.228 | Per M3 |
19 | 19 | Labour charge 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. | BI01010001010000000000000515BI0100001131 | 404.736 | Per M3 |
20 | 20 | 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. | BI01010001010000000000000515BI0100001132 | 36.015 | Per Kg |
21 | 21 | Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001133 | 9.2 | Per M |
22 | 22 | Providing shuttering including strutting, proping etc. and its removal after use in foundatiion as per specification and direction of E/I. | BI01010001010000000000000515BI0100001134 | 340.845 | Per M2 |
23 | 23 | 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. | BI01010001010000000000000515BI0100001135 | 1318.93 | Per M2 |
24 | 24 | Providing centering including structting and proping etc. and removal after use in deck slab as per specification and direction of E\I. | BI01010001010000000000000515BI0100001136 | 202.2 | Per M2 |
25 | 25 | Providing TMT reinforcement (Tor Steel) as per approved design and drawing removal of rust cutting, bending, binding, including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. \n20mm Dia | BI01010001010000000000000515BI0100001137 | 7.161 | Per MT |
26 | 26 | 16mmDia | BI01010001010000000000000515BI0100001138 | 6.1 | Per MT |
27 | 27 | 12 mm Dia | BI01010001010000000000000515BI0100001139 | 20.264 | Per MT |
28 | 28 | 10 mm Dia | BI01010001010000000000000515BI0100001140 | 15.767 | Per MT |
29 | 29 | 25mm dia | BI01010001010000000000000515BI0100001141 | 7.029 | Per MT |
30 | 30 | 8mm dia | BI01010001010000000000000515BI0100001142 | 0.263 | Per MT |
31 | 31 | Providing weep holes with dry graded stone filler of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. | BI01010001010000000000000515BI0100001143 | 52 | Nos |
32 | 32 | Providing and fixing in position 25mm thick bituminastic board ( shalitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints complete job as per direction of E/I. | BI01010001010000000000000515BI0100001144 | 28.08 | Per M2 |
33 | 33 | Supplying and laying sand filter on slope of the dam as per design,drawing, with watering and compaction including the cost of material, royalty etc. but excluding the cost of carriage a all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001145 | 140.4 | Per M3 |
34 | 34 | supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heel trenches,toe drain as per design,drawing including the cost of material royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001146 | 263.239 | Per M3 |
35 | 35 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering,royalty complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001147 | 41.606 | Per M3 |
36 | 36 | Providing cement flush pointing(1:3) with approved quality of sand of requisit F.M. (2.5 to 3.0 ) washed and screend including curing,scaffolding wherever required and its removal, royalty etc. comlete job as per specification and direction of E/I | BI01010001010000000000000515BI0100001148 | 631.8 | Per M2 |
37 | 37 | Supplying of stone boulder of good quality of 300mm size with stacking all complete. | BI01010001010000000000000515BI0100001149 | 404.736 | Per M3 |
38 | 38 | Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | BI01010001010000000000000515BI0100001150 | 681.991 | Per M3 |
39 | 39 | Dismantling RCC work including stacking serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | BI01010001010000000000000515BI0100001151 | 102.519 | Per M3 |
40 | 40 | Carriage of materials | BI01010001010000000000000515BI0100001152 | ||
41 | 41 | Cement | BI01010001010000000000000515BI0100001153 | 510.565 | Per MT |
42 | 42 | Sand | BI01010001010000000000000515BI0100001154 | 811.27 | Per M3 |
43 | 43 | Stone chips | BI01010001010000000000000515BI0100001155 | 1350.47 | Per M3 |
44 | 44 | Boulder | BI01010001010000000000000515BI0100001156 | 837.688 | Per M3 |
45 | 45 | Local Sand | BI01010001010000000000000515BI0100001157 | 41.606 | Per M3 |
46 | 46 | Steel | BI01010001010000000000000515BI0100001158 | 56.584 | Per MT |
47 | 47 | Add GST 12% of Total Amount | BI01010001010000000000000515BI0100001159 | 1 | LS |
48 | 48 | Add Labour Cess 1% of Total Amount | BI01010001010000000000000515BI0100001160 | 1 | LS |
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