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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, Bagodar-Jharkhand

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.




Tender Notice

21963294
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
Open Tender
Indian
Jharkhand
Bagodar
17-10-2019

Tender Details

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

Key Value

Document Fees
INR 10000 /-
EMD
INR 282000.0 /-
Tender Value
INR 2.81 Crore /-

BOQ Items

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
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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