Tender For Formation Of Pre-Bid Tie-Up And Post-Award Execution Tie-Up Through Mou For ‘Lining, Repair And Construction Of Balance Works Of Right Main Canal & Its Structures Of Package-1 (Rd 0 To 17.16 Km) Under North Koel Reservoir Project, Jharkhan
Tender Value
42.75 Crore
Estimated cost
Bid Submission
27 Oct 2026
0 days left
EMD
60.40 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Palamu → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Formation Of Pre-Bid Tie-Up And Post-Award Execution Tie-Up Through Mou For ‘Lining, Repair And Construction Of Balance Works Of Right Main Canal & Its Structures Of Package-1 (Rd 0 To 17.16 Km) Under North Koel Reservoir Project, Jharkhand
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 14-Oct-2026 | CORRIGENDUM-1 | Date | 27-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | NAME OF COMPONENT |
| 2 | Preliminary (Fixing Distance Marks and Boundary Pillars) |
| 3 | Earthwork |
| 4 | Lining |
| 5 | Catch water Drain |
| 6 | Aqueducts (4 nos.) |
| 7 | Cross Regulators (2 nos.) |
| 8 | Bridges ( 7 nos.) & Super Passages ( 2 nos.) |
| 9 | Demolition of Bridges ( 7 nos.) & Super Passages ( 2 nos.) |
| 10 | Diversion of Bridges |
| 11 | \\"NOTE:-THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST.\\" Please Enable Macros to View BoQ information |
| 12 | BALANCE WORK |
| 13 | 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 50 mtr and average lift of 1.5 mtr including leveling, removing the roots of shurbs etc. all complete as per specification and direction of E/I.(SR. 7.1.27) |
| 14 | Providing and laying P.C.C. or R.C.C. with nominal mix 1:2:4 in superstructure of various component of canal taxes etc.all complete as per specification and direction of E/I.orembankment structure with approved quality of graded coarse aggregate of required grade( as per design) and approved quality of sand tools and plants,vibrating,curing,royality and all taxes etc.all complete as per specification and direction of E/I. (7.3.9) |
| 15 | Providing and laying P.C.C. or R.C.C. M10 with nominal mix 1:3:6 in foundation of various component of canal orembankment structure with approved quality of graded coarse aggregate of required grade( as per design) and approved quality of sand tools and plants,vibrating,curing,royality and all taxes etc.all complete as per specification and direction of E/I. (SR 7.3.3) |
| 16 | Providing MS reinforcement (FE 500) as per approved design drawing removal rust cutting, bending, binding including supplying annealed wire, playing MS rods in position complete job as per specification and direction of E/I (7.3.22) i) 8mm dia bar |
| 17 | Providing shuttering including centering, etc and its removal after use in various components of canal structures or embankment structure as per specification and direction of E/I (7.3.19) |
| 18 | Carriage of materials. Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Stone chips+Metal (40 Km lead) Cement (105 Km lead) Steel (55 km) Preliminary (Fixing Distance Marks and Boundary Pillars) |
| 19 | Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including levelling all complete as per specification and direction of E/I (SR No. 7.1.2) |
| 20 | Earth work in excavation of canals and dhars carrying minimum full supply discharge above 28 cumecs (1000 cusecs) in ordinary soil (vide soil A ) and making banks with excavated earth in proper profile and laying earth in 225 mm layers and rough dressing with initial lead of 30 m and lift of 1.5m. all complete as per specification and direction of E/I)(7.1.6) (Excluding Royalty of Rs 22/-) |
| 21 | Earthwork in lip cutting in side slopes and bed of canals in ordinary soil with initial lead of 30m and lift of 1.5m including the cost of formation of subgrade of canal lining profile levelling, controlling of slopes and fine dressing, disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I (7.1.21) Earthwork |
| 22 | Providing and laying CNS layer of approved quality(60% moorum and 40% local sand) on the earth subgrade in a layer of 750 mm & 200 mm outside lining Zone compaction watering etc all complete as per direction of E/I-As per Analysis of rate given in DPR(Bihar)-Page No. L-15 |
| 23 | Provision for providing Transverse porous concrete sleeper for under drainage arrangement E/I.(Analysis derived from Bihar SoR 5.3.2) |
| 24 | Providing and Laying non wooven Geo Synthetic Filters (for Transverse Sleeper) as per ISO-9863 5mm thick for wrapping Porous Sleeper in the bed of Canal and side slope as per specification of E/I (Analysis Derived from 5.2.23 |
| 25 | Providing M 100 with nominal mix 1:3:6 with well graded stone chips (20mm and down) and coarse sand of approved quality and of requisite FM in coping of the canal in panels with construction joints including cost of formwork and its removal curing, royality and all taxes etc.all complete as per specification and direction of E/I. (SR 7.2.19) |
| 26 | Providing and laying ( in position ) design mix concrete M-15 using cement concrete not less than minimum cement as specified in IS 456: 2000 manufactured in fully automatic batching plant and transported to site of work in transit mixer having continous agitated mixer, manufactured as per design of specified grade and laying the same with paver or by other means (wherever laying of concrete with paver is not posssible) for cement concrete lining 100mm thick including cost of admixtures in recommended proportions as per IS-9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and duability including cost of cutting grooves and inserting PVC water stop seals (excluding cost of PVC seals) for joints, supply , carriage , all leads and lifts, loading and unloading of all materials , curing , all taxes etc.all complete as per specification and direction of E/I. (Fresh Lining ) |
| 27 | Extra for Lining with Pavers and Design Mix (As per Morth) |
| 28 | Providing longitudinal porous concrete sleepers with 7.7cm*20cm on both sides along the bed 1:4(1-Cement and 4-Aggregate) with Water/Cement ratio=0.27-0.34 of graded coarse aggregate including necessary tools and plants, curing, royalty and all taxes as per specification and direction of E/I.(Analysis derived from Bihar SoR 5.3.2) |
| 29 | Providing and Laying non wooven Geo Synthetic Filters ( around Longitudinal Sleeper) as per ISO-9863 5mm thick for wrapping Porous Sleeper in the bed of Canal and side slope as per specification of E/I (Analysis Derived from 5.2.23 |
| 30 | Providing 50mm dia perforated GI/Steel Pipes with a total length of 120mm E/I (Chapter I -Approved Rates of Materials-S.no-M-175 |
| 31 | Providing LDPE film (50 Microns) @46gm/sqm in the bed of the canal and side slope and under coping as per specifications and direction of E/I including 5% for overlap and wastage. (As per Bihar SoR 5.2.23) |
| 32 | Supplying, fitting & fixing rubber water Stop of approved quality for construction joint complete job as per drawing design , specification (IS 15058:2000) and instruction of E/l ( As per jharkhand Sor 2018-7.8.2) For longitudinal Joint For Transverse Joint |
| 33 | Providing safety Ladder in lined section of canal with MS rod embeded in cement concrete (1:3:6) in accordance with IS 3812:1966 including royalty , all taxes etc. all complete as per specification and direction of E/l (7.2.17) |
| 34 | Dismantling of Tiles ( As per Bihar Sor 5.8.7) |
| 35 | Credit for tiles to be available as 60% which can be either sold or be used at a depreciated value of 50% |
| 36 | Carriage of materials(As per Jharkhand SoR 2018) Moorum (15Km lead) Local sand (5K+5P)(Taken the rates of Stone Chips) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Stone chips+Metal (35Km + 5(k)lead) Cement (100 km + 5Km (K) lead) LINING |
| 37 | Earthwork in excavation of canals and dhars carrying minimum full supply discharge above 28 cumecs in ordinary soil (vide classification of soil item-A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers with an initial lead of 30 m and lift of 1.5 m, all complete as per approved design, specification and direction of E/I (7.1.6) |
| 38 | Dismantling of pucca brick or lime work including stacking(Precast Lining of Canals 50mm thick) serviceable materials in countable stacks within 15 meter lead and disposal of unserviceable materials with all leads, as per building specifications and direction of E/I dismantled from existing lining of Right Main Canal to be used in Catch Water Drain(Bihar SoR 2017 5.8.7) |
| 39 | Laying of 600 mm*525mm*55mm; 600mm*450mm*55mm;600mm*425mm*55mm size precast P.C.C. slab in side slopes and berm of canal with groove of the slab and lug slab set in C.M.(1:3) and flush pointing (1:2) including royalty, all taxes,etc. but excluding the cost of precast slabs all complete as per specification and direction of E/I.(7.2.18) |
| 40 | Carriage of Materials 1) cement (105 km on surface road) 2) sand (C ) (30 km on surface road)(Taken the rates of Stone Chips) Catch water Drain |
| 41 | Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including levelling all complete as per specification and direction of E/l (SR No. 7.1.2) |
| 42 | Earthwork in 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 and shrubs, etc. all complete as per specifications and direction of E/I. E/IH7.1.6) |
| 43 | Extra for earthwork in marshy, slushy and daldal soil all complete as per specification and direction of E/I-7.1.11 |
| 44 | Earthwork in filling and 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 on of foundation trenches and placed in suitable profile with a lead of 30m and lift of 1.5m complete job as per specification and direction of E/I-7.1.31 |
| 45 | Providing and laying PCC M-10 in foundation with approved quality of 40 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.3 |
| 46 | Providing RCC M-25 in superstructure with approved quality of 20 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.11 a. Canal Section |
| 47 | Providing shuttering including strutting propping etc. and its removal after use in foundation as per specification and direction of E/I-7.3.19 |
| 48 | Providing centering including strutting and propping etc. and removal after use in deck slab as per specification and direction of E/I-7.3.20 |
| 49 | Providing MS reinforcement (Fe 500) as per approved design drawing removal rust cutting, bending, binding including supplying annealed wire, playing MS rods in position complete job as per specification and direction of E/I-7.3.22a |
| 50 | Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification of E/I-7.8.2 |
| 51 | Providing and fixing in position 25mm thick bituminastic board (shalltiex or equivalent) as per IS. 1838-1938 in expansion or construction joints all complete job as per specification and direction of E/I-7.8.3 |
| 52 | Elastomeric Bearing E/I-M-066 |
| 53 | Demolition of existing wing wall and disposing the debris to the designated dumping site(CPWD 15.2.1) |
| 54 | Scrap Value of Debris( M-199) |
| 55 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Stone chips+Metal (35Km + 5(k)lead) Cement (100 km + 5Km (K) lead) Steel (55 km) |
| 56 | Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including levelling all complete as per specification and direction of E/l (SR No. 7.1.2) |
| 57 | Earthwork in 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 and shrubs, etc. all complete as per specifications and direction of E/I. E/l)(7.1.6) |
| 58 | Extra for earthwork in marshy, slushy and daldal soil all complete as per specification and direction of E/I-7.1.11 |
| 59 | Earthwork in filling and 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 on of foundation trenches and placed in suitable profile with a lead of 30m and lift of 1.5m complete job as per specification and direction of E/I-7.1.31 |
| 60 | Providing and laying PCC M-1 0 in foundation with approved quality of 40 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.3 |
| 61 | Providing RCC M-25 in superstructure with approved quality of 20 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.11 a. Canal Section |
| 62 | Providing shuttering including strutting propping etc. and its removal after use in foundation as per specification and direction of E/I-7.3.19 |
| 63 | Providing centering including strutting and propping etc. and removal after use in deck slab as per specification and direction of E/I-7.3.20 |
| 64 | Providing MS reinforcement (Fe 500) as per approved design drawing removal rust cutting, bending, binding including supplying annealed wire, playing MS rods in position complete job as per specification and direction of E/I-7.3.22a |
| 65 | Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification of E/I-7.8.2 |
| 66 | Providing and fixing in position 25mm thick bituminastic board (shalltiex or equivalent) as per I.S. 1838-1938 in expansion or construction joints all complete job as per specification and direction of E/I-7.8.3 |
| 67 | Elastomeric Bearing E/I-M-066 |
| 68 | Demolition of existing wing wall and disposing the debris to the designated dumping site(CPWD 15.2.1) |
| 69 | Scrap Value of Debris( M-199) |
| 70 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Stone chips+Metal (35Km + 5(k)lead) Cement (100 km + 5Km (K) lead) Steel (55 km) |
| 71 | Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including levelling all complete as per specification and direction of E/l (SR No. 7.1.2) |
| 72 | Earthwork in 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 and shrubs, etc. all complete as per specifications and direction of E/I. E/IH7.1.6) |
| 73 | Extra for earthwork in marshy, slushy and daldal soil all complete as per specification and direction of E/I-7.1.11 |
| 74 | Earthwork in filling and 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 on of foundation trenches and placed in suitable profile with a lead of 30m and lift of 1.5m complete job as per specification and direction of E/I-7.1.31 |
| 75 | Providing and laying PCC M-10 in foundation with approved quality of 40 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.3 |
| 76 | Providing RCC M-25 in superstructure with approved quality of 20 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.11 a. Canal Section |
| 77 | Providing shuttering including strutting propping etc. and its removal after use in foundation as per specification and direction of E/I-7.3.19 |
| 78 | Providing centering including strutting and propping etc. and removal after use in deck slab as per specification and direction of E/I-7.3.20 |
| 79 | Providing MS reinforcement (Fe 500) as per approved design drawing removal rust cutting, bending, binding including supplying annealed wire, playing MS rods in position complete job as per specification and direction of E/I-7.3.22a |
| 80 | Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification of E/I-7.8.2 |
| 81 | Providing and fixing in position 25mm thick bituminastic board (shalltiex or equivalent) as per IS. 1838-1938 in expansion or construction joints all complete job as per specification and direction of E/I-7.8.3 |
| 82 | Elastomeric Bearing E/I-M-066 |
| 83 | Demolition of existing wing wall and disposing the debris to the designated dumping site(CPWD 15.2.1) |
| 84 | Scrap Value of Debris( M-199) |
| 85 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Stone chips+Metal (35Km + 5(k)lead) Cement (100 km + 5Km (K) lead) Steel (55 km) |
| 86 | Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including levelling all complete as per specification and direction of E/l (SR No. 7.1.2) |
| 87 | Earthwork in 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 and shrubs, etc. all complete as per specifications and direction of E/I. E/IH7.1.6) |
| 88 | Extra for earthwork in marshy, slushy and daldal soil all complete as per specification and direction of E/I-7.1.11 |
| 89 | Earthwork in filling and 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 on of foundation trenches and placed in suitable profile with a lead of 30m and lift of 1.5m complete job as per specification and direction of E/I-7.1.31 |
| 90 | Providing and laying PCC M-10 in foundation with approved quality of 40 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.3 |
| 91 | Providing RCC M-25 in superstructure with approved quality of 20 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.11 a. Canal Section |
| 92 | Providing shuttering including strutting propping etc. and its removal after use in foundation as per specification and direction of E/I-7.3.19 |
| 93 | Providing centering including strutting and propping etc. and removal after use in deck slab as per specification and direction of E/I-7.3.20 |
| 94 | Providing MS reinforcement (Fe 500) as per approved design drawing removal rust cutting, bending, binding including supplying annealed wire, playing MS rods in position complete job as per specification and direction of E/I-7.3.22a |
| 95 | Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification of E/I-7.8.2 |
| 96 | Providing and fixing in position 25mm thick bituminastic board (shalltiex or equivalent) as per IS. 1838-1938 in expansion or construction joints all complete job as per specification and direction of E/I-7.8.3 |
| 97 | Elastomeric Bearing E/I-M-066 |
| 98 | Demolition of existing wing wall and disposing the debris to the designated dumping site(CPWD 15.2.1) |
| 99 | Scrap Value of Debris( M-199) |
| 100 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Stone chips+Metal (35Km + 5(k)lead) Cement (100 km + 5Km (K) lead) Steel (55 km) Aqueducts (4 nos.) |
| 101 | Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including levelling all complete as per specification and direction of E/I (SR No. 7.1.2) |
| 102 | Earthwork in 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 and shrubs, etc. all complete as per specifications and direction of E/I. E/I )(7.1.6) |
| 103 | Extra for earthwork in marshy, slushy and daldal soil all complete as per specification and direction of E/I-7.1.11 |
| 104 | Earthwork in filling and 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 on of foundation trenches and placed in suitable profile with a lead of 30m and lift of 1.5m complete job as per specification and direction of E/I-7.1.31 |
| 105 | Providing and laying PCC M-10 in foundation with approved quality of 40 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.3 |
| 106 | Providing RCC M-25 in superstructure with approved quality of 20 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.11 a. Pier b. Parapet wall c. Deck slab d. Canal lining e. Bottom raft |
| 107 | Providing shuttering including strutting propping etc. and its removal after use in foundation as per specification and direction of E/I- 7.3.19 |
| 108 | Providing centering including strutting and propping etc. and removal after use in deck slab as per specification and direction of E/I-7.3.20 |
| 109 | Providing MS reinforcement (Fe 500) as per approved design drawing removal rust cutting, bending, binding including supplying annealed wire, playing MS rods in position complete job as per specification and direction of E/I-7.3.22a |
| 110 | Providing and fixing in position 25mm thick bituminastic board (shalltiex or equivalent) as per I.S. 1838-1938 in expansion or construction joints all complete job as per specification and direction of E/I-7.8.3 |
| 111 | H-M Works (Gates-9 Tonne each) |
| 112 | Chain pully block for Hoisting arrange for the gates(20T Capacity) |
| 113 | Structural steel (Checquered Plate, Steps, etc.) (M-179) |
| 114 | Demolition of existing wing wall and disposing the debris to the designated dumping site(CPWD 15.2.1) |
| 115 | Scrap Value of Debris( M-199) |
| 116 | Coarse Sand (30Km lead)(Taken the rates of Stone Chips) |
| 117 | Stone chips+Metal (35Km + 5(k)lead) |
| 118 | Cement (100 km + 5Km (K) lead) |
| 119 | Steel (55 km) |
| 120 | Providing paper bearing of reinforced bitumen laminated craft 140 G.S.M paper conforming to IS 1398. |
| 121 | Salvage value for the existing gates and its embeded parts |
| 122 | Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including levelling all complete as per specification and direction of E/I (SR No. 7.1.2) |
| 123 | Earthwork in 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 and shrubs, etc. all complete as per specifications and direction of E/I. E/l)(7.1.6) |
| 124 | Extra for earthwork in marshy, slushy and daldal soil all complete as per specification and direction of E/I-7.1.11 |
| 125 | Earthwork in filling and 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 on of foundation trenches and placed in suitable profile with a lead of 30m and lift of 1. 5m complete job as per specification and direction of E/I-7.1.31 |
| 126 | Providing and laying PCC M-10 in foundation with approved quality of 40 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.3 |
| 127 | Providing RCC M-25 in superstructure with approved quality of 20 mm graded coarse aggregate or required grade (as per design) and approved quality of sand of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants, vibrating curing royalty and all taxes etc. excluding cost of form works as well reinforcement its cutting binding and placing complete job as per specification and direction of E/I-7.3.11 a. Pier b. Parapet wall c. Deck slab d. Canal lining e. Bottom raft |
| 128 | Providing shuttering including strutting propping etc. and its removal after use in foundation as per specification and direction of E/I- 7.3.19 |
| 129 | Providing centering including strutting and propping etc. and removal after use in deck slab as per specification and direction of E/I-7.3.20 |
| 130 | Providing MS reinforcement (Fe 500) as per approved design drawing removal rust cutting, bending, binding including supplying annealed wire, playing MS rods in position complete job as per specification and direction of E/I-7.3.22a |
| 131 | Providing and fixing in position 25mm thick bituminastic board (shalltiex or equivalent) as per I. S. 1838-1938 in expansion or construction joints all complete job as per specification and direction of E/I-7.8.3 |
| 132 | H-M Works (Gates-9 Tonne each) |
| 133 | Chain pully block for Hoisting arrange for the gates(20T Capacity) |
| 134 | Structural steel-(Checquered Plate, Steps, etc.) (M-179) |
| 135 | Demolition of existing wing wall and disposing the debris to the designated dumping site(CPWD 15.2.1) |
| 136 | Scrap Value of Debris( M-199) |
| 137 | Coarse Sand (30Km lead)(Taken the rates of Stone Chips) |
| 138 | Stone chips+Metal (35Km + 5(k)lead) |
| 139 | Cement (100 km + 5Km (K) lead) |
| 140 | Steel (55 km) |
| 141 | Providing paper bearing of reinforced bitumen laminated craft 140 G.S.M paper conforming to IS 1398. |
| 142 | Salvage value for the existing gates and its embeded parts Cross Regulators (2 nos.) |
| 143 | Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots and shrubs etc. all complete as per specification and direction of E/I. ( 7.1.27) |
| 144 | Providing & laying P.C.C. or R.C.C. M-150 with nominal mix in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate, complete job as per specification & direction of E/I. (7.3.4) |
| 145 | Providing & laying P.C.C. or R.C.C. M-350 with nominal mix in foundation/ superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 146 | Providing & laying P.C.C. or R.C.C. M-300 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 147 | Providing & laying P.C.C. or R.C.C. M-250 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of 20 mm 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 & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. (7.3.6) |
| 148 | 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 & direction of E/I. (7.3.22 a) |
| 149 | Providing Shuttering, including strutting propping etc & its removal after use in various components of canal structure or embankement structure as per specifications & directions of E/I. (7.3.19) |
| 150 | Providing centering including strutting, propping etc & removing after use in deck slab as per specifications & directions of E/I. (7.3.20) |
| 151 | Bearing ( Elastomeric Bearing assembly consisting of 7 internal layers of slastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)(M-066)+ Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of Bearing) complete including all accessories as per drawing and Technical Specifications (U.K.PWD S.O.R. SI. No. 13-14, Pg. No. 58) |
| 152 | Providing Drainage Spouts complete as per drawings & techincal specifications & as per clause 2705 of specifications. (G.O.M.P. I.S.S.R. V-3, R&B, Ch-15, S.L.No. 15.9, Pg. 105) |
| 153 | Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm (U.K.PWD S.O.R. SI. No. 14-17, Pg. No. 64) |
| 154 | Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 m complete job as per specifications and direction of E/I. (7.1.31) |
| 155 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Coarse Aggregates (40 Km lead) Cement (100 km + 5Km (K) lead) Steel (55 Km) |
| 156 | Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots and shrubs etc. all complete as per specification and direction of E/I. ( 7.1.27) |
| 157 | Providing & laying P.C.C. or R.C.C. M-150 with nominal mix in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate, complete job as per specification & direction of E/I. (7.3.4) |
| 158 | Providing & laying P.C.C. or R.C.C. M-350 with nominal mix in foundation/ superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 159 | Providing & laying P.C.C. or R.C.C. M-300 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 160 | Providing & laying P.C.C. or R.C.C. M-250 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of 20 mm 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 & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. (7.3.6) |
| 161 | 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 & direction of E/I. (7.3.22 a) |
| 162 | Providing Shuttering, including strutting propping etc & its removal after use in various components of canal structure or embankement structure as per specifications & directions of E/I. (7.3.19) |
| 163 | Providing centering including strutting, propping etc & removing after use in deck slab as per specifications & directions of E/I. (7.3.20) |
| 164 | Bearing ( Elastomeric Bearing assembly consisting of 7 internal layers of slastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, )(M-066)+ Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of Bearing) complete including all accessories as per drawing and Technical Specifications (U.K.PWD S.O.R. SI. No. 13-14, Pg. No. 58) |
| 165 | Providing Drainage Spouts complete as per drawings & techincal specifications & as per clause 2705 of specifications. (G.O.M.P. I.S.S.R. V-3, R&B, Ch-15, S.L.No. 15.9, Pg. 105) |
| 166 | Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm (U.K.PWD S.O.R. SI. No. 14-17, Pg. No. 64) |
| 167 | Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 m complete job as per specifications and direction of E/I. (7.1.31) |
| 168 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Coarse Aggregates (40 Km lead) Cement (100 km + 5Km (K) lead) Steel (55 Km) |
| 169 | Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots and shrubs etc. all complete as per specification and direction of E/I. ( 7.1.27) |
| 170 | Providing & laying P.C.C. or R.C.C. M-150 with nominal mix in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate, complete job as per specification & direction of E/I. (7.3.4) |
| 171 | Providing & laying P.C.C. or R.C.C. M-350 with nominal mix in foundation/ superstructure of various components of ca na l or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 172 | Providing & laying P.C.C. or R.C.C. M-300 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & a pproved quality sa nd of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 173 | Providing & laying P.C.C. or R.C.C. M-250 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of 20 mm 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 & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. (7.3.6) |
| 174 | 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 & direction of E/I. (7.3.22 a) |
| 175 | Providing Shuttering, including strutting propping etc & its removal after use in various components of canal structure or embankement structure as per specifications & directions of E/I. (7.3.19) |
| 176 | Providing centering including strutting, propping etc & removing after use in deck slab as per specifications & directions of E/I. (7.3.20) |
| 177 | Bearing ( Elastomeric Bearing assembly consisting of 7 internal layers of slastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)(M-066)+ Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of Bearing) complete including all accessories as per drawing and Technical Specifications (U.K.PWD S.O.R. SI. No. 13-14, Pg. No. 58) |
| 178 | Providing Drainage Spouts complete as per drawings & techincal specifications & as per clause 2705 of specifications. (G.O.M.P. I.S.S.R. V-3, R&B, Ch-15, S.L.No. 15.9, Pg. 105) |
| 179 | Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm (U.K.PWD S.O.R. SI. No. 14-17, Pg. No. 64) |
| 180 | Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 m complete job as per specifications a nd direction of E/I. (7.1.31) |
| 181 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Coarse Aggregates (40 Km lead) Cement (100 km + 5Km (K) lead) Steel (55 Km) |
| 182 | Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots and shrubs etc. all complete as per specification and direction of E/I. ( 7.1.27) |
| 183 | Providing & laying P.C.C. or R.C.C. M-150 with nominal mix in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate, complete job as per specification & direction of E/I. (7.3.4) |
| 184 | Providing & laying P.C.C. or R.C.C. M-350 with nominal mix in foundation/ superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 185 | Providing & laying P.C.C. or R.C.C. M-300 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 186 | Providing & laying P.C.C. or R.C.C. M-250 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of 20 mm 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 & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. (7.3.6) |
| 187 | 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 & direction of E/I. (7.3.22 a) |
| 188 | Providing Shuttering, including strutting propping etc & its removal after use in various components of ca na l structure or embankement structure as per specifications & directions of E/I. (7.3.19) |
| 189 | Providing centering including strutting, propping etc & removing after use in deck slab as per specifications & directions of E/I. (7.3.20) |
| 190 | Bearing ( Elastomeric Bea ring assembly consisting of 7 internal layers of slastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)(M-066)+ Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of Bearing) complete including all accessories as per drawing and Technical Specifications (U.K.PWD S.O.R. SI. No. 13-14, Pg. No. 58) |
| 191 | Providing Drainage Spouts complete as per drawings & techincal specifications & as per clause 2705 of specifications. (G.O.M.P. I.S.S.R. V-3, R&B, Ch-15, S.L.No. 15.9, Pg. 105) |
| 192 | Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm (U.K.PWD S.O.R. SI. No. 14-17, Pg. No. 64) |
| 193 | Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 m complete job as per specifications and direction of E/I. (7.1.31) |
| 194 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Coarse Aggregates (40 Km lead) Cement (100 km + 5Km (K) lead) Steel (55 Km) |
| 195 | Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots and shrubs etc. all complete as per specification and direction of E/I. ( 7.1.27) |
| 196 | Providing & laying P.C.C. or R.C.C. M-150 with nominal mix in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate, complete job as per specification & direction of E/I. (7.3.4) |
| 197 | Providing & laying P.C.C. or R.C.C. M-350 with nominal mix in foundation/ superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 198 | Providing & laying P.C.C. or R.C.C. M-300 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 199 | Providing & laying P.C.C. or R.C.C. M-250 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of 20 mm 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 & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. (7.3.6) |
| 200 | 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 & direction of E/I. (7.3.22 a) |
| 201 | Providing Shuttering, including strutting propping etc & its removal after use in various components of ca na l structure or embankement structure as per specifications & directions of E/I. (7.3.19) |
| 202 | Providing centering including strutting, propping etc & removing after use in deck slab as per specifications & directions of E/I. (7.3.20) |
| 203 | Bearing ( Elastomeric Bea ring assembly consisting of 7 internal layers of slastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)(M-066)+ Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of Bearing) complete including all accessories as per drawing and Technical Specifications (U.K.PWD S.O.R. SI. No. 13-14, Pg. No. 58) |
| 204 | Providing Drainage Spouts complete as per drawings & techincal specifications & as per clause 2705 of specifications. (G.O.M.P. I.S.S.R. V-3, R&B, Ch-15, S.L.No. 15.9, Pg. 105) |
| 205 | Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm (U.K.PWD S.O.R. SI. No. 14-17, Pg. No. 64) |
| 206 | Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 m complete job as per specifications and direction of E/I. (7.1.31) |
| 207 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Coarse Aggregates (40 Km lead) Cement (100 km + 5Km (K) lead) Steel (55 Km) |
| 208 | Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots and shrubs etc. all complete as per specification and direction of E/I. ( 7.1.27) |
| 209 | Providing & laying P.C.C. or R.C.C. M-150 with nominal mix in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate, complete job as per specification & direction of E/I. (7.3.4) |
| 210 | Providing & laying P.C.C. or R.C.C. M-350 with nominal mix in foundation/ superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 211 | Providing & laying P.C.C. or R.C.C. M-300 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 212 | Providing & laying P.C.C. or R.C.C. M-250 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of 20 mm 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 & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. (7.3.6) |
| 213 | 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 & direction of E/I. (7.3.22 a) |
| 214 | Providing Shuttering, including strutting propping etc & its removal after use in various components of ca na l structure or embankement structure as per specifications & directions of E/I. (7.3.19) |
| 215 | Providing centering including strutting, propping etc & removing after use in deck slab as per specifications & directions of E/I. (7.3.20) |
| 216 | Bearing ( Elastomeric Bea ring assembly consisting of 7 internal layers of slastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)(M-066)+ Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of Bearing) complete including all accessories as per drawing and Technical Specifications (U.K.PWD S.O.R. SI. No. 13-14, Pg. No. 58) |
| 217 | Providing Drainage Spouts complete as per drawings & techincal specifications & as per clause 2705 of specifications. (G.O.M.P. I.S.S.R. V-3, R&B, Ch-15, S.L.No. 15.9, Pg. 105) |
| 218 | Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm (U.K.PWD S.O.R. SI. No. 14-17, Pg. No. 64) |
| 219 | Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 m complete job as per specifications and direction of E/I. (7.1.31) |
| 220 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Coarse Aggregates (40 Km lead) Cement (100 km + 5Km (K) lead) Steel (55 Km) |
| 221 | Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots and shrubs etc. all complete as per specification and direction of E/I. ( 7.1.27) |
| 222 | Providing & laying P.C.C. or R.C.C. M-150 with nominal mix in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate, complete job as per specification & direction of E/I. (7.3.4) |
| 223 | Providing & laying P.C.C. or R.C.C. M-350 with nominal mix in foundation/ superstructure of various components of ca na l or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 224 | Providing & laying P.C.C. or R.C.C. M-300 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & a pproved quality sa nd of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 225 | Providing & laying P.C.C. or R.C.C. M-250 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of 20 mm 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 & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. (7.3.6) |
| 226 | 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 & direction of E/I. (7.3.22 a) |
| 227 | Providing Shuttering, including strutting propping etc & its removal after use in various components of canal structure or embankement structure as per specifications & directions of E/I. (7.3.19) |
| 228 | Providing centering including strutting, propping etc & removing after use in deck slab as per specifications & directions of E/I. (7.3.20) |
| 229 | Bearing ( Elastomeric Bearing assembly consisting of 7 internal layers of slastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)(M-066)+ Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of Bearing) complete including all accessories as per drawing and Technical Specifications (U.K.PWD S.O.R. SI. No. 13-14, Pg. No. 58) |
| 230 | Providing Drainage Spouts complete as per drawings & techincal specifications & as per clause 2705 of specifications. (G.O.M.P. I.S.S.R. V-3, R&B, Ch-15, S.L.No. 15.9, Pg. 105) |
| 231 | Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm (U.K.PWD S.O.R. SI. No. 14-17, Pg. No. 64) |
| 232 | Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 m complete job as per specifications a nd direction of E/I. (7.1.31) |
| 233 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Coarse Aggregates (40 Km lead) Cement (100 km + 5Km (K) lead) Steel (55 Km) |
| 234 | Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots and shrubs etc. all complete as per specification and direction of E/I. ( 7.1.27) |
| 235 | Providing & laying P.C.C. or R.C.C. M-150 with nominal mix in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate, complete job as per specification & direction of E/I. (7.3.4) |
| 236 | Providing & laying P.C.C. or R.C.C. M-350 with nominal mix in foundation/ superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 237 | Providing & laying P.C.C. or R.C.C. M-300 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 238 | 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 & direction of E/I. (7.3.22 a) |
| 239 | Providing Shuttering, including strutting propping etc & its removal after use in various components of canal structure or embankement structure as per specifications & directions of E/I. (7.3.19) |
| 240 | Labour charge for pitching above water on Apron slope of bank with stone boulder in crates of specfied size (materials within 150 m & all lifts) including boxing & tying the crates with 12 to 14 gauge G.I. wire including cost of G.I. wire all complete job as per specification and direction of E/I. (7.7.21) + Stone Boulder (M-003) |
| 241 | Providing filter of stone chips 20mm& down well graded as per designed for lined canal, drains including hand packing etc. as per specification & direction of E/I. (7.2.2) |
| 242 | Supplying fitting & fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification & direction of E/I. (7.8.2) |
| 243 | Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and technical specifications. (Pune PWD S.O.R. Sl.No. 15/25 MoRTH Pg. No. 303) |
| 244 | Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 m complete job as per specifications and direction of E/I. (7.1.31) |
| 245 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Coarse Aggregates (40 Km lead) Cement (100 km + 5Km (K) lead) Steel (55 Km) Boulders (30 Km) |
| 246 | Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots and shrubs etc. all complete as per specification and direction of E/I. ( 7.1.27) |
| 247 | Providing & laying P.C.C. or R.C.C. M-150 with nominal mix in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate, complete job as per specification & direction of E/I. (7.3.4) |
| 248 | Providing & laying P.C.C. or R.C.C. M-350 with nominal mix in foundation/ superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 249 | Providing & laying P.C.C. or R.C.C. M-300 with nominal mix in foundation/superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade & approved quality sand of requiste Fm washed & screened including necessary tools & plant, vibrating, curing & all taxes excluding the cost of form work as well as reinforcements its cutting, bending etc complete job as per the specification & direction of E/I. From D.S.R. |
| 250 | 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 & direction of E/I. (7.3.22 a) |
| 251 | Providing Shuttering, including strutting propping etc & its removal after use in various components of canal structure or embankement structure as per specifications & directions of E/I. (7.3.19) |
| 252 | Labour charge for pitching above water on Apron slope of bank with stone boulder in crates of specfied size (materials within 150 m & all lifts) including boxing & tying the crates with 12 to 14 gauge G.I. wire including cost of G.I. wire all complete job as per specification and direction of E/I. (7.7.21) + Stone Boulder (M-003) |
| 253 | Providing filterof stone chips 20mm& down well graded as per designed for lined canal, drains including hand packing etc. as per specification & direction of E/I. (7.2.2) |
| 254 | Supplying fitting & fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification & direction of E/I. (7.8.2) |
| 255 | Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and technical specifications. (Pune PWD S.O.R. Sl.No. 15/25 MoRTH Pg. No. 303) |
| 256 | Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 m complete job as per specifications and direction of E/I. (7.1.31) |
| 257 | Carriage of materials(As per Jharkhand SoR 2018) Coarse Sand (30Km lead)(Taken the rates of Stone Chips) Coarse Aggregates (40 Km lead) Cement (100 km + 5Km (K) lead) Steel (55 Km) Boulders (30 Km) Bridges ( 7 nos.) & Super Passages ( 2 nos.) |
| 258 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (15.2.1) |
| 259 | Demolishing stone rubber masonary manually/ by mechanical means including stacking of servicable material & disposal of unservicable material within 50 meters lead as per direction of Engineer in Charge. In cement mortar. (15.9.1) |
| 260 | Demolishing R.C.C work maunally/ by mechanical means including stacking of steel bars & disposal of unservicable material within 50 meters lead as per direction of Engineer in Charge (15.3) |
| 261 | Scrap Value for Brick Bat(Jharkhand SOR 2018 M-199) |
| 262 | Scrap Value for Stone Masonry(Jharkhand SOR 2018 M-003) |
| 263 | Scrap Value for Steel(Jharkhand SOR 2018 M 079) |
| 264 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (15.2.1) |
| 265 | Demolishing stone rubber masonary manually/ by mechanical means including stacking of servicable material & disposal of unservicable material within 50 meters lead as per direction of Engineer in Charge. In cement mortar. (15.9.1) |
| 266 | Demolishing R.C.C work maunally/ by mechanical means including stacking of steel bars & disposal of unservicable material within 50 meters lead as per direction of Engineer in Charge (15.3) |
| 267 | Scrap Value for Brick Bat(Jharkhand SOR 2018 M-199) |
| 268 | Scrap Value for Stone Masonry(Jharkhand SOR 2018 M-003) |
| 269 | Scrap Value for Steel(Jharkhand SOR 2018 M-079) |
| 270 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (15.2.1) |
| 271 | Demolishing stone rubber masonary manually/ by mechanical means including stacking of servicable material & disposal of unservicable material within 50 meters lead as per direction of Engineer in Charge. In cement mortar. (15.9.1) |
| 272 | Demolishing R.C.C work maunally/ by mechanical means including stacking of steel bars & disposal of unservicable material within 50 meters lead as per direction of Engineer in Charge (15.3) |
| 273 | Scrap Value for Brick Bat(Jharkhand SOR 2018 M-199) |
| 274 | Scrap Value for Stone Masonry(Jharkhand SOR 2018 M-003) |
| 275 | Scrap Value for Steel(Jharkhand SOR 2018 M-079) |
| 276 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (15.2.1) |
| 277 | Demolishing stone rubber masonary manually/ by mechanical means including stacking of servicable material & disposal of unservicable material within 50 meters lead as per direction of Engineer in Charge. In cement mortar. (15.9.1) |
| 278 | Demolishing R.C.C work maunally/ by mechanical means including stacking of steel bars & disposal of unservicable material within 50 meters lead as per direction of Engineer in Charge (15.3) |
| 279 | Scrap Value for Brick Bat(Jharkhand SOR 2018 M-199) |
| 280 | Scrap Value for Stone Masonry(Jharkhand SOR 2018 M-003) |
| 281 | Scrap Value for Steel(Jharkhand SOR 2018 M-079) Demolition of Bridges ( 7 nos.) & Super Passages ( 2 nos.) |
| 282 | Schedule 1 I- Diversion of 7 no. Bridges COST FOR DIVERSION |
| 283 | 2.560KM, 3.597KM, 5.950KM, 7.108KM,8.400KM,10.394KM, 12.058KM Diversion of Bridges |
| 284 | \\"NOTE:-THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST.\\" |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 27, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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