Tender For (Cd-01)- Construction Of Check Dam At The Entry Of Village On Budhnagra (Mangara Nadi Near Bhorha Bridge), Jajuwar, Block-Aurai, District-Muzaffarpur, State-Bihar
Tender Value
16.07 Crore
Estimated cost
Bid Submission
31 Aug 2026
17 days left
EMD
32.15 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Muzaffarpur → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for (Cd-01)- Construction Of Check Dam At The Entry Of Village On Budhnagra (Mangara Nadi Near Bhorha Bridge), Jajuwar, Block-Aurai, District-Muzaffarpur, State-Bihar
BOQ
| Sl. No. | Item Description |
| 1 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 2 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 3 | Beyond 150 M but up to 1/2 KMs |
| 4 | Beyond 1/2 KM but up to 1 KMs |
| 5 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 6 | Earth work in excavation of foundation frenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 7 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 8 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 9 | Providing and laying P.C.C. or R.C.C. M15 with nominal mix of (1:2:4) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and other approved quality sand of requisite F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as cutting, bending, binding and placing complete job as per specification and direction of E/I (Taking rate of approved quality of aggregate as per design, Rate of course aggregates 20mm to 10mm taken) |
| 10 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 11 | Providing and laying P.C.C. or R.C.C. M25 with nominal mix of (1:1:2) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and other approved quality sand of requisite F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as cutting, bending, binding and placing complete job as per specification and direction of E/I (Taking rate of approved quality of aggregate as per design, Rate of course aggregates 20mm to 10mm taken) |
| 12 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 13 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 14 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 15 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 16 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 17 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 18 | (b) T.M.T. GRADE Fe-500 12mm dia |
| 19 | Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge. |
| 20 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 21 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 22 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 23 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 24 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 25 | Beyond 150 M but up to 1/2 KMs |
| 26 | Beyond 1/2 KM but up to 1 KMs |
| 27 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 28 | Earth work in excavation of foundation frenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 29 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 30 | Providing and laying P.C.C. M-10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 31 | Providing and laying P.C.C. or R.C.C. M15 with nominal mix of (1:2:4) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and other approved quality sand of requisite F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as cutting, bending, binding and placing complete job as per specification and direction of E/I (Taking rate of approved quality of aggregate as per design, Rate of course aggregates 20mm to 10mm taken) |
| 32 | Provfding and laying P.C.C. or R.C.C M-20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 33 | Providing and laying P.C.C. or R.C.C. M25 with nominal mix of (1:1:2) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and other approved quality sand of requisite F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as cutting, bending, binding and placing complete job as per specification and direction of E/I (Taking rate of approved quality of aggregate as per design, Rate of course aggregates 20mm to 10mm taken) |
| 34 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 35 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 36 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 37 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 38 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 39 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 40 | (b) T.M.T. GRADE Fe-500 12mm dia |
| 41 | Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge. |
| 42 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 43 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 44 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 45 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 46 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 47 | Beyond 150 M but up to 1/2 KMs |
| 48 | Beyond 1/2 KM but up to 1 KMs |
| 49 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 50 | Earth work in excavation of foundation frenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 51 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 52 | Providing and laying P.C.C. M-10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 53 | Providing and laying P.C.C. or R.C.C. M15 with nominal mix of (1:2:4) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and other approved quality sand of requisite F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as cutting, bending, binding and placing complete job as per specification and direction of E/I (Taking rate of approved quality of aggregate as per design, Rate of course aggregates 20mm to 10mm taken) |
| 54 | Provfding and laying P.C.C. or R.C.C M-20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 55 | Providing and laying P.C.C. or R.C.C. M25 with nominal mix of (1:1:2) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and other approved quality sand of requisite F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as cutting, bending, binding and placing complete job as per specification and direction of E/I (Taking rate of approved quality of aggregate as per design, Rate of course aggregates 20mm to 10mm taken) |
| 56 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 57 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 58 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 59 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 60 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 61 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 62 | (b) T.M.T. GRADE Fe-500 12mm dia |
| 63 | Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge. |
| 64 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 65 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 66 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 67 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 68 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 69 | Beyond 150 M but up to 1/2 KMs |
| 70 | Beyond 1/2 KM but up to 1 KMs |
| 71 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 72 | Earth work in excavation of foundation frenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 73 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 74 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 75 | Providing and laying P.C.C. or R.C.C. M15 with nominal mix of (1:2:4) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and other approved quality sand of requisite F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as cutting, bending, binding and placing complete job as per specification and direction of E/I (Taking rate of approved quality of aggregate as per design, Rate of course aggregates 20mm to 10mm taken) |
| 76 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 77 | Providing and laying P.C.C. or R.C.C. M25 with nominal mix of (1:1:2) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and other approved quality sand of requisite F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as cutting, bending, binding and placing complete job as per specification and direction of E/I (Taking rate of approved quality of aggregate as per design, Rate of course aggregates 20mm to 10mm taken) |
| 78 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 79 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 80 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 81 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 82 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 83 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 84 | (b) T.M.T. GRADE Fe-500 12mm dia |
| 85 | Providing and fixing PVC pipes 75 mm dia (4 Kg/sq. MCM as per ISI 4985) in weep hole including all lead & lifts and making good the wall etc. complete as per direction of Engineer in Charge. |
| 86 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 87 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 88 | Supply, Delivery, Plantation, Watering for 30 days of Homestead and Avenue Plants including all charges Etc., Complete for finished item of work (or) job as per specifications and direction of E/l |
| 89 | Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including connections, wiring ,&chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template or equivalent.for solar lightsMakes: Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 90 | Supply, transportation and fixing of Integrated IP 65 Solar Street Light with ABS + Polycarbonate body, Poly crystal Solar panel with cool white SMD LED Light 25 W, Beam angle 120 °C, High Bright Reflector, Charging time is minimum 6 Hrs and maximum 8 Hrs, Lighting Time 10 to 12 Hrs (Subject to using dusk to dawn / Induction Mode / Duration Mode of Timers), used High efficiency Life Po4, Battery, Auto dim and Auto Bright, Motion sensor and also facilitate duration based timer of 2 / 4 / 6 Hrs with 5 years warranty. MAKES : Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 91 | Kerb-Stone Block- M30 Grade (Size 375mm x 300mm x 150mm) inclusive all |
| 92 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( a )80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 93 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 94 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 95 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 96 | Beyond 150 M but up to 1/2 KMs |
| 97 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 98 | Earth work in excavation of foundation frenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 99 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 100 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 101 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 102 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 103 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 104 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 105 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 106 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 107 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 108 | Supplying 600mm dia NP2 Hume Pipe with collar as per specifitation and direction of E/I including Labour charge for laying, fitting and fixing NP2 600mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them teak proof all complete job as per specification and direction of E/I- |
| 109 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 110 | Supply, Delivery,Plantation,watering for 30 days of Homestead and Avenue Plants including all charges Etc., Complete for finished item of work (or) job as per specifications and direction of E/l |
| 111 | Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including connections, wiring ,&chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template or equivalent.for solar lightsMakes: Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 112 | Supply, transportation and fixing of Integrated IP 65 Solar Street Light with ABS + Polycarbonate body, Poly crystal Solar panel with cool white SMD LED Light 25 W, Beam angle 120 °C, High Bright Reflector, Charging time is minimum 6 Hrs and maximum 8 Hrs, Lighting Time 10 to 12 Hrs (Subject to using dusk to dawn / Induction Mode / Duration Mode of Timers), used High efficiency Life Po4, Battery, Auto dim and Auto Bright, Motion sensor and also facilitate duration based timer of 2 / 4 / 6 Hrs with 5 years warranty. MAKES : Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 113 | Kerb-Stone Block- M30 Grade (Size 375mm x 300mm x 150mm) inclusive all |
| 114 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( a )80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 115 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 116 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 117 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 118 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 119 | Beyond 150 M but up to 1/2 KMs |
| 120 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 121 | Earth work in excavation of foundation frenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 122 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 123 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 124 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 125 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 126 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 127 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 128 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 129 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 130 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 131 | Supplying 600mm dia NP2 Hume Pipe with collar as per specifitation and direction of E/I including Labour charge for laying, fitting and fixing NP2 600mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them teak proof all complete job as per specification and direction of E/I- |
| 132 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 133 | Supply, Delivery,Plantation,watering for 30 days of Homestead and Avenue Plants including all charges Etc., Complete for finished item of work (or) job as per specifications and direction of E/l |
| 134 | Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including connections, wiring ,&chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template or equivalent.for solar lightsMakes: Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 135 | Supply, transportation and fixing of Integrated IP 65 Solar Street Light with ABS + Polycarbonate body, Poly crystal Solar panel with cool white SMD LED Light 25 W, Beam angle 120 °C, High Bright Reflector, Charging time is minimum 6 Hrs and maximum 8 Hrs, Lighting Time 10 to 12 Hrs (Subject to using dusk to dawn / Induction Mode / Duration Mode of Timers), used High efficiency Life Po4, Battery, Auto dim and Auto Bright, Motion sensor and also facilitate duration based timer of 2 / 4 / 6 Hrs with 5 years warranty. MAKES : Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 136 | Kerb-Stone Block- M30 Grade (Size 375mm x 300mm x 150mm) inclusive all |
| 137 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( a )80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 138 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 139 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 140 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 141 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 142 | Beyond 150 M but up to 1/2 KMs |
| 143 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 144 | Earth work in excavation of foundation frenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 145 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 146 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 147 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 148 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 149 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 150 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 151 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 152 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 153 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 154 | Supplying 600mm dia NP2 Hume Pipe with collar as per specifitation and direction of E/I including Labour charge for laying, fitting and fixing NP2 600mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them teak proof all complete job as per specification and direction of E/I- |
| 155 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 156 | Supply, Delivery, Plantation, watering for 30 days of Homestead and Avenue Plants including all charges Etc., Complete for finished item of work (or) job as per specifications and direction of E/l |
| 157 | Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including connections, wiring ,&chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template or equivalent.for solar lightsMakes: Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 158 | Supply, transportation and fixing of Integrated IP 65 Solar Street Light with ABS + Polycarbonate body, Poly crystal Solar panel with cool white SMD LED Light 25 W, Beam angle 120 °C, High Bright Reflector, Charging time is minimum 6 Hrs and maximum 8 Hrs, Lighting Time 10 to 12 Hrs (Subject to using dusk to dawn / Induction Mode / Duration Mode of Timers), used High efficiency Life Po4, Battery, Auto dim and Auto Bright, Motion sensor and also facilitate duration based timer of 2 / 4 / 6 Hrs with 5 years warranty. MAKES : Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 159 | Kerb-Stone Block- M30 Grade (Size 375mm x 300mm x 150mm) inclusive all |
| 160 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( a )80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 161 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 162 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 163 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 164 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 165 | Beyond 150 M but up to 1/2 KMs |
| 166 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 167 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 168 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 169 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 170 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 171 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 172 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 173 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 174 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 175 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 176 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 177 | Supplying 600mm dia NP2 Hume Pipe with collar as per specifitation and direction of E/I including Labour charge for laying, fitting and fixing NP2 600mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them teak proof all complete job as per specification and direction of E/I- |
| 178 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 179 | Supply ,Delivery,Plantation,watering for 30 days of Homestead and Avenue Plants including all charges Etc., Complete for finished item of work (or) job as per specifications and direction of E/l |
| 180 | Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including connections, wiring ,&chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template or equivalent.for solar lightsMakes: Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 181 | Supply, transportation and fixing of Integrated IP 65 Solar Street Light with ABS + Polycarbonate body, Poly crystal Solar panel with cool white SMD LED Light 25 W, Beam angle 120 °C, High Bright Reflector, Charging time is minimum 6 Hrs and maximum 8 Hrs, Lighting Time 10 to 12 Hrs (Subject to using dusk to dawn / Induction Mode / Duration Mode of Timers), used High efficiency Life Po4, Battery, Auto dim and Auto Bright, Motion sensor and also facilitate duration based timer of 2 / 4 / 6 Hrs with 5 years warranty. MAKES : Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 182 | Kerb-Stone Block- M30 Grade (Size 375mm x 300mm x 150mm) inclusive all |
| 183 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( a )80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 184 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 185 | Providing and Laying (or) fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type-A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. a) 75 mm diameter 6Kg/Sqcm |
| 186 | Providing and Laying (or) fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type-A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. b) 150 mm diameter 6Kg/Sqcm (Bgl) |
| 187 | Providing and fixing on wall face unplasticised ‐ PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5°. a) 75 mm diameter |
| 188 | Providing and fixing on wall face unplasticised ‐ PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5°. b) 150 mm diameter |
| 189 | Providing and fixing on wall face unplasticised ‐ PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Equal Tee. a) 75 mm diameter |
| 190 | Providing and fixing on wall face unplasticised ‐ PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Tee Joint. a) Tee joint (150x150x75)mm |
| 191 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. a)75 mm diameter |
| 192 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. a)150 mm diameter |
| 193 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 194 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 195 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 196 | Beyond 150 M but up to 1/2 KMs |
| 197 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 198 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 199 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 200 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 201 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 202 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 203 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 204 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 205 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 206 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 207 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 208 | Supplying 600mm dia NP2 Hume Pipe with collar as per specifitation and direction of E/I including Labour charge for laying, fitting and fixing NP2 600mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them teak proof all complete job as per specification and direction of E/I- |
| 209 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 210 | Supply ,Delivery,Plantation,watering for 30 days of Homestead and Avenue Plants including all charges Etc., Complete for finished item of work (or) job as per specifications and direction of E/l |
| 211 | Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including connections, wiring ,&chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template or equivalent.for solar lightsMakes: Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 212 | Supply, transportation and fixing of Integrated IP 65 Solar Street Light with ABS + Polycarbonate body, Poly crystal Solar panel with cool white SMD LED Light 25 W, Beam angle 120 °C, High Bright Reflector, Charging time is minimum 6 Hrs and maximum 8 Hrs, Lighting Time 10 to 12 Hrs (Subject to using dusk to dawn / Induction Mode / Duration Mode of Timers), used High efficiency Life Po4, Battery, Auto dim and Auto Bright, Motion sensor and also facilitate duration based timer of 2 / 4 / 6 Hrs with 5 years warranty. MAKES : Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 213 | Kerb-Stone Block- M30 Grade (Size 375mm x 300mm x 150mm) inclusive all |
| 214 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( a )80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 215 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 216 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 217 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 218 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 219 | Beyond 150 M but up to 1/2 KMs |
| 220 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 221 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 222 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 223 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 224 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 225 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 226 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 227 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 228 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 229 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 230 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 231 | Supplying 600mm dia NP2 Hume Pipe with collar as per specifitation and direction of E/I including Labour charge for laying, fitting and fixing NP2 600mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them teak proof all complete job as per specification and direction of E/I- |
| 232 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 233 | Supply ,Delivery,Plantation,watering for 30 days of Homestead and Avenue Plants including all charges Etc., Complete for finished item of work (or) job as per specifications and direction of E/l |
| 234 | Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including connections, wiring ,&chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template or equivalent.for solar lightsMakes: Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 235 | Supply, transportation and fixing of Integrated IP 65 Solar Street Light with ABS + Polycarbonate body, Poly crystal Solar panel with cool white SMD LED Light 25 W, Beam angle 120 °C, High Bright Reflector, Charging time is minimum 6 Hrs and maximum 8 Hrs, Lighting Time 10 to 12 Hrs (Subject to using dusk to dawn / Induction Mode / Duration Mode of Timers), used High efficiency Life Po4, Battery, Auto dim and Auto Bright, Motion sensor and also facilitate duration based timer of 2 / 4 / 6 Hrs with 5 years warranty. MAKES : Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 236 | Kerb-Stone Block- M30 Grade (Size 375mm x 300mm x 150mm) inclusive all |
| 237 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( a )80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 238 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 239 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 240 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 241 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 242 | Beyond 150 M but up to 1/2 KMs |
| 243 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 244 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 245 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 246 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 247 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 248 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 249 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 250 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 251 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 252 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 253 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 254 | Supplying 600mm dia NP2 Hume Pipe with collar as per specifitation and direction of E/I including Labour charge for laying, fitting and fixing NP2 600mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them teak proof all complete job as per specification and direction of E/I- |
| 255 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 256 | Supply ,Delivery,Plantation,watering for 30 days of Homestead and Avenue Plants including all charges Etc., Complete for finished item of work (or) job as per specifications and direction of E/l |
| 257 | Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including connections, wiring ,&chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template or equivalent.for solar lightsMakes: Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 258 | Supply, transportation and fixing of Integrated IP 65 Solar Street Light with ABS + Polycarbonate body, Poly crystal Solar panel with cool white SMD LED Light 25 W, Beam angle 120 °C, High Bright Reflector, Charging time is minimum 6 Hrs and maximum 8 Hrs, Lighting Time 10 to 12 Hrs (Subject to using dusk to dawn / Induction Mode / Duration Mode of Timers), used High efficiency Life Po4, Battery, Auto dim and Auto Bright, Motion sensor and also facilitate duration based timer of 2 / 4 / 6 Hrs with 5 years warranty. MAKES : Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 259 | Kerb-Stone Block- M30 Grade (Size 375mm x 300mm x 150mm) inclusive all |
| 260 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( a )80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 261 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 262 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 263 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 264 | Earth work by Mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work filling making canal banks or embankment of earth fress from logs roots or any other gradients desilting of canal bed adher in proper profile with dressing and finishing including new construction repair or restoration in ordinary soil including cutting loading carriage for pit to banks embankment unloading spreading clod breaking and laying in layers properly with leads of lead will be considereed as path ie half distance travelled in one cycle i.e half of hualage path from pit to bank or embackment pit will be beyond 150 M from center i.e perpendicular distance from center of bank boundry of pit will be more than 150M and wiith all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) |
| 265 | Beyond 150 M but up to 1/2 KMs |
| 266 | Compaction of earth, rolling and compacting earth in layers of 225 mm thick at OMC by sheep foor roller to achievve minimum 95%of dry density including sprinkilng the required of water making arrangement for supply and carriage of water with all leads and lifts finishing the surfaces as per plan and drawing including hire charges of compaction machine and other tools and plants ETC., all complete as per specifications and direction of E/I (mode of measurement of compacted earth ) |
| 267 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 268 | Earth work in filling in foundation trenches and backfilling of structure in layer not exceeding 150 mm thick welt watered rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/l |
| 269 | Providing and laying P.C.C. M10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 270 | Provfding and laying P.C.C. or R.C.C M20 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 271 | Supplying and laying stone metal graded filter of size 20mm to 63 mm size in slope and bed of canal below lining including royalty, all taxes etc.all complete as per specification and direction of E/l |
| 272 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 273 | Providing and Laying of a Geotextile filter between fetching and embankment stopes on which pitching is laid to or event escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specifications and direction of E/l |
| 274 | Supplying and laying boulder as per design and drawing riprap with good quality of boulder with duly packed ,pitching including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I |
| 275 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 276 | (a) T.M.T. GRADE Fe-500 10mm dia |
| 277 | Supplying 600mm dia NP2 Hume Pipe with collar as per specifitation and direction of E/I including Labour charge for laying, fitting and fixing NP2 600mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them teak proof all complete job as per specification and direction of E/I- |
| 278 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 279 | Supply ,Delivery,Plantation,watering for 30 days of Homestead and Avenue Plants including all charges Etc., Complete for finished item of work (or) job as per specifications and direction of E/l |
| 280 | Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including connections, wiring ,&chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template or equivalent.for solar lightsMakes: Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 281 | Supply, transportation and fixing of Integrated IP 65 Solar Street Light with ABS + Polycarbonate body, Poly crystal Solar panel with cool white SMD LED Light 25 W, Beam angle 120 °C, High Bright Reflector, Charging time is minimum 6 Hrs and maximum 8 Hrs, Lighting Time 10 to 12 Hrs (Subject to using dusk to dawn / Induction Mode / Duration Mode of Timers), used High efficiency Life Po4, Battery, Auto dim and Auto Bright, Motion sensor and also facilitate duration based timer of 2 / 4 / 6 Hrs with 5 years warranty. MAKES : Havells / Lightmate / Bajaj / Pro-Lite .complete job as per specifications and direction of E/l |
| 282 | Kerb-Stone Block- M30 Grade (Size 375mm x 300mm x 150mm) inclusive all |
| 283 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.( a )80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 284 | Provision for Dewatering of water 5% of cost of foundation work with 10 H.P. motor pump-(Payment will be given by supported log book of site) |
| 285 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. Collection, preservation of geotagged photographic records of each artificial recharge structure constructed under the project and submission of comprehensive structure-wise reports/data, quality control records, construction details, geotagged photographs, including other relevant documents and 2–3-minute duration short films along with brief descriptive notes covering its location, type, design features, and purpose. |
| 286 | Jungle clearance in barrow area building premises flanks slope of exixting road and canal etc., embankment by removing the jungle, bushes from top including weeding out shrubs including roots and leveling complete job as per spectifications and direction of E/I |
| 287 | Earth work in excavation of foundation frenches in ordinary soil (vide classification of soil item A ) and disposal of excavatecd earth so obtained to a distance up to 50mtr and average lift of 1.5M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specificaticns and direction cf E/I. |
| 288 | Providing and laying P.C.C. M-10 With nominal mix of (1:3:6) in foundation of various components of canal/structures or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality hand of requisite F.M washed and screened including necessary tools and plants,vibrating, Curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (Taking rate of approved quality of aggregate as per design, Rate of course aggregate Gr. IV taken) |
| 289 | Provfding and laying P.C.C. or R.C.C M-20 with nominal mix of (1:1.5:3) in deck slab/wall with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. |
| 290 | Providing shuttering including strutting,propping etc, and its removal after use in foundation and Super structures as per specifications and direction of E/I |
| 291 | Providing MS reinforcement (Tor steel ) as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/l. |
| 292 | Providing and filling in position, blown bitumen in expansion joints. |
| 293 | Porviding 12 mm thick Cement Plaster (1:4) with approved quality sand of requisite F.M.washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc.complete job as per specification and direction of E/l |
| 294 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia |
| 295 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 200 mm dia |
| 296 | U-PVC pipes (working pressure 4 kg /cm²) L size (600mm) socketed for pipe 200 mm dia |
| 297 | 6\\" Dia. -SS304 Lear Trap Screen6mm slot X 0.5mtr Length |
| 298 | 8\\" Sluice Valve |
| 299 | 6\\" Dia. -SS304 Lear Trap Screen 1mm slot X 0.5mtr Length |
| 300 | 23\\"V-Wire Screen 1 mm slot |
| 301 | 16\\"V-Wire Screen 0.75mm slot |
| 302 | 8\\"V-Wire Screen 0.5mm slot |
| 303 | Providing MS Base Plate as per approved design,drawing, removal of rust,cutting, bending, binding, including supplying annealed wire, placing in position complete job as per specifications and direction of E/l. |
| 304 | Supply, installation, testing and commissioning of solar powered Electromagnetic Flow Measurement System for artificial groundwater recharge works, suitable for gravity flow from pond to recharge shaft / injection well, complete in all respects as per specifications and direction of E/l. The item shall include Electromagnetic Flow Meter of size DN150, flanged, full bore, remote transmitter type, with minimum accuracy ±0.5%, rubber/PTFE liner and SS-316 electrodes, suitable for silt-laden pond water, complete with remote transmitter/display (IP68) wall or pole mounted with instantaneous flow and totalizer display. The item shall also include reducer DN200×DN150 and expander DN150×DN200 made of MS/DI with all required flanges, gaskets, nuts and bolts. Standalone solar power supply for 24×7 operation shall be provided, comprising minimum 150 Wp solar panel with mounting structure, 12V 150Ah tubular/LiFePO4 battery, charge controller (20A MPPT/PWM), inverter/DC SMPS (230 VAC / 24 V DC as required), complete with all cables, conduits and earthing. The item shall further include GSM/GPRS based telemetry/data logger compatible with electromagnetic flow meter along with cloud server and dashboard over a year. All weather protection for deployments in diverse environmental conditions. The item shall also include all mechanical, civil and electrical installation works including inspection chamber, wiring, MCB, isolator, testing, factory calibration, commissioning, submission of reports and demonstration of satisfactory performance, complete in all respects. |
| 305 | Recharge chamber filter bed filling, 250-300 mm thick (with stone aggregate size 20 mm) including all lead and lift. |
| 306 | Recharge chamber filter bed filling, 250-300 mm thick (with coarse sand-natural sand) including all lead and lift. |
| 307 | Recharge chamber filter bed filling, 450-500 mm thick (charcoal) including all lead and lift. |
| 308 | Recharge chamber filter bed filling, 250-300 mm thick (with stone aggregate size 40 mm) including all lead and lift. |
| 309 | Recharge chamber filter bed filling, 250-300 mm thick (with stone aggregate size 63 mm) including all lead and lift. |
| 310 | Recharge chamber filter bed filling, 250-300 mm thick (with stone aggregate size 100 mm) including all lead and lift. |
| 311 | Providing and fixing M.S. angle 50x50x5 mm including necessary welding etc. complete, including all lead and lift. |
| 312 | Providing and fixing GI Wire mesh fencing complete, including all lead and lift. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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