Tender For Development Of Dawar Town Roads Infrastructure
Tender Value
9.63 Crore
Estimated cost
Bid Submission
31 Oct 2026
0 days left
EMD
19.26 Lakhs
Bank guarantee accepted
Document Fee
11000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bandipora → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Dawar Town Roads Infrastructure
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Oct-2026 | extension date | Date | 31-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Feeder Drain/Tiled PathEarth work in bulk excavation by mech means (hydraulic excavator) over areas (Exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5m. In ordinary rock. |
| 2 | Providing and laying river bed material including all carriages. |
| 3 | Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:2:4 coarse sand 20mm nominal size crushed stone agg.) |
| 4 | Providing and laying in 50mm thick chequered tiles of approved brand incl.sand cusion and all sorts of carriage complete job. |
| 5 | Carriage of materials from source to road site of work by mechanical transport including loading, unloading and stacking complete.Aggregates avg.lead of 140 kms. |
| 6 | Sand avg.lead of 15 kms. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 8 | Providing and fixing of 100mm dia pvc pipes for discharge of domestic waste (excluding sewage) |
| 9 | COVERD DRAIN MAIN MARKET DAWAREarth work in bulk excavation by mech means (hydraulic excavator) over areas (Exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5m. In ordinary rock. |
| 10 | Providing and laying of dry stone soiling hand packed tightly including carriage complete job. |
| 11 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 12 | Providing and laying in position reinforced cement of specified grade of concrete including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level with :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 13 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement with : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 17 | Suspended floors, roofs, landings, balconies and access platform. |
| 18 | Carriage of materials from source to road site of work by mechanical transport including loading, unloading and stacking complete.Aggregates avg.lead of 140 kms. |
| 19 | Sand avg.lead of 15 kms. |
| 20 | Cement/Steel avg.lead of 105 kms. |
| 21 | MAIN HOLES DAWAR Earth work in bulk excavation by mechnical means (hydraulic excavator) over areas (Exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5m. All kinds of soil. |
| 22 | Providing and laying of dry stone soiling hand packed tightly including carriage complete job. |
| 23 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 24 | Providing and laying in position reinforced cement of specified grade of concrete including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level with :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 25 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement with : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 26 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 30 | Suspended floors, roofs, landings, balconies and access platform. |
| 31 | Carriage of materials from source to road site of work by mechanical transport including loading, unloading and stacking complete.Aggregates avg.lead of 140 kms. |
| 32 | Sand avg.lead of 15 kms. |
| 33 | Cement/Steel avg.lead of 105 kms. |
| 34 | Cobble stoneEarth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres |
| 35 | Providing and laying of dry stone soiling hand packed tightly . |
| 36 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 37 | Flooring with cobble stone(different shades) of approx. size 125X125X75 mm (thick) laid on 25mm average thick Cement Mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in -Charge. |
| 38 | Carriage of different material from nearest source to site of work.I,e stone soiling ,Sand ,Agg. And cobble stone. |
| 39 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:(Bituminous road) |
| 40 | PARKEarth work in bulk excavation by mech means (hydraulic excavator) over areas (Exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5m. |
| 41 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 42 | Providing and laying in position reinforced cement of specified grade of concrete including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level with :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 43 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement with : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 44 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 47 | Cunet cutting / canalisation of kishan Ganga Nallah. |
| 48 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 49 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 50 | Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded) . |
| 51 | Grassing with selection no. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately.) In rows 5 cm apart in either direction. |
| 52 | Supply/filling of stones in wire crates (dry hand packed tightly) using Nallah Boulders/quarry or local stones incl dumping, cost of stones,wire crates,knitting of crates, tipping and all other carriage complete job |
| 53 | Dumping stone excluding cost of stones on Slopes (Behind pitching) . |
| 54 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Nallah stone |
| 55 | Carriage of Local Earth avg.lead 8KM |
| 56 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement with : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 57 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 58 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 59 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube. |
| 60 | Providing and laying of dry stone soiling hand packed tightly including carriage complete job. |
| 61 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 62 | Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:2:4 coarse sand 20mm nominal size crushed stone agg.) |
| 63 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
| 64 | Providing and laying chequered tiles 50mm Cement concrete .including all carriage complete job. |
| 65 | Cost of ornamental main entrance gate as per approved pattern .complete job. |
| 66 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 67 | Sub Structure(Bridge)Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of Soil. |
| 68 | Ordinary Rock. |
| 69 | Providing and laying of dry stone soiling hand packed tightly including carriage complete job. |
| 70 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 71 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level. |
| 72 | Add cost for extra cement. |
| 73 | Centering & shuttering including strutting and propping etc. And removal of forms for RCC work desired height in foundation, foundation beams, plinth beams, lintel beams, all types of suspended floors, soffits of beams ribs, stepped, spiral staircases etc up to desired heights and thickness complete. |
| 74 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 75 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. |
| 76 | Supply and Filling of Boulders including all carriage complete job. |
| 77 | Carriage of materials from source to road site of work by mechanical transport including loading, unloading and stacking complete.Aggregates avg.lead of 140 kms.(40mm) |
| 78 | Aggregates avg.lead of 140 kms.(20mm) |
| 79 | Cement avg.lead of 105 kms. |
| 80 | Sand avg.lead of 15 kms. |
| 81 | Super Structure(Bridge)Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded |
| 82 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth level upto floor V level |
| 83 | Add cost for extra cement . |
| 84 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 85 | Centring and shuttermg including strutting, propping etc. and removal of form for·Suspended floors,roofs,landing,balconies and access platform. |
| 86 | Gazebo at Eco ParkEarth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of Soil. |
| 87 | Supplying/Filling boulders tightly hand packed under foundation and under floors including all leads lifts and all carriage upto site of work complete job. |
| 88 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).complete job. |
| 89 | Providing and laying in position reinforced cement of specified grade of concrete including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level with :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).complete job. |
| 90 | Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:2:4 coarse sand 20mm nominal size crushed stone agg.) complete. |
| 91 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 92 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 93 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 94 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete (Size of tile 600x600 mm ). |
| 95 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded |
| 96 | P/F track deck crill make or equivalent HI rib profiled sheets of green colour fixed to the supporting structure by J/L hooks including ridges/hips/valleys of high tensile SMP steel with all necessities complete job. |
| 97 | P/F of 25mm thick kail wood ornamental type eaves boarding 300mm wide incl.two coats of primer and paint with all costs and carraiages complete. |
| 98 | P/F of 12mm thick imported panelling incl.framework of 2.5”x2.5” frame 12mm ply incl.two or more coats of Touch wood complete fixing with head less nails and inclusive all carriage all taxes of allied material involved complete. |
| 99 | S/F of anchor bolts of 16mm dia 450mm long incl.nuts etc.complete. |
| 100 | S/F of cornice of budloo wood of size 50 x 50 mm. |
| 101 | Clock TowerEarth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Ordinary Rock. |
| 102 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 103 | Providing and laying in position reinforced cement of specified grade of concrete including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level with :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 104 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement with : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 105 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 106 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
| 107 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course etc. |
| 108 | Suspended floors, roofs, landings, balconies and access platform. |
| 109 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 110 | Providing and laying in position crushed stones/boulders including all carriage complete job. |
| 111 | Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing. One face dressed . Fine chisel dressed |
| 112 | Providing and fixing 50mm thick Devri Stone tile wall in 1:6 mix. |
| 113 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded |
| 114 | Providing corrugated G. S. sheet roofing black colour including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 115 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gram/m2. |
| 116 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded. |
| 117 | Providing and fixing glass panes with putty and glazing clips in steel doors windows all complete with 5.00mm thick glass panes. |
| 118 | Providing and fixing steel beading of size 10x10x1.6mm(box type)approved shape and section with screws instead of glazing clips and metal sash putty in steel doors windows ventilators and composite units. |
| 119 | Providing and fixing bolts including nuts and washers complete. |
| 120 | Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:2:4 coarse sand 20mm nominal size crushed stone agg.) |
| 121 | Providing and fixing of artificial turf .complete job subjected to actual. |
| 122 | Carriage of materials from source to road site of work by mechanical transport including loading, unloading and stacking complete.Aggregates avg.lead of 140 kms. |
| 123 | Sand avg.lead of 15 kms. |
| 124 | Cement/Steel for avg.lead 105 km. |
| 125 | Pre Sedimentation TankEarth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 126 | Ordinary Rock. |
| 127 | Providing and laying of dry stone soiling hand packed tightly including carriage complete job. |
| 128 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 129 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level. All works above plinth level upto floor V level. |
| 130 | Add for extra cement. |
| 131 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 132 | Centering & shuttering including strutting and propping etc. And removal of forms for RCC work desired height in foundation, foundation beams, plinth beams, lintel beams, all types of suspended floors, soffits of beams ribs, stepped, spiral staircases etc up to desired heights and thickness complete. |
| 133 | Providing and laying mild steel pipes 6mm plate thickness(Flanged). |
| 134 | Providing and fixing 450mm dia sluice value CR with all tile pier complete job. |
| 135 | Carriage of materials from source to road site of work by mechanical transport including loading, unloading and stacking complete.Aggregates avg.lead of 140 kms. |
| 136 | Sand avg.lead of 15 kms. |
| 137 | Cement/Steel avg.lead of 105 kms. |
| 138 | Viewing DeckEarth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Ordinary Rock. |
| 139 | roviding and laying in position reinforced cement of specified grade of concrete including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level with :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 140 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 141 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 142 | Lintel, Beam ,plinth beams,girders,bressumers and cantilevers. |
| 143 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 144 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. |
| 145 | Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:2:4 coarse sand 20mm nominal size crushed stone agg.) |
| 146 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete (Size of tile 600x600 mm ). |
| 147 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded |
| 148 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 149 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gram/m2. |
| 150 | Add for signiges |
| 151 | Beautification of River Bank.Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Ordinary Rock. |
| 152 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 153 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 154 | Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:2:4 coarse sand 20mm nominal size crushed stone agg.) |
| 155 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 156 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 157 | Providing and levelling by RBM filling incl.all carriage complete job. |
| 158 | Dry stone pitching (any thickness) excluding cost of stones.On Slopes |
| 159 | Supply and Filling of Boulders including all carriage complete job. |
| 160 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing. |
| 161 | Carriage of materials from source to road site of work by mechanical transport including loading, unloading and stacking complete.Aggregates avg.lead of 140 kms. |
| 162 | Sand avg.lead of 15 kms. |
| 163 | Cement/Steel avg.lead of 105 kms. |
| 164 | Electrification Installation,testing and comm of high mast lights at various spots at Dawar Gurez (habba) Supply, installation, testing and comm. of 12.5 Mtr. Long high mast (octagonal shaft totally hot dip galvanised (85 microns) conforming to IS 2629) through single dipping process and suitable for wind velocity of 180 Km/hour as per IS-875 (part-III). The one section mast shaft shall have door opening of adequate size at base having ante vandal type locking arrangement and door construction. It should also include accessories for 12.5 Mtr. high mast including head frame, steel wire rope 5 mm dia (7x19 construction) with safety factor not less than 5, drum winch, galvanized lantern carriage way suitable for carrying 6 No's flood lights and its control box (excluding cost of lights and gear box). The mast should be provided with foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates. The mast shall have an internal type power tool (single phase Motor) mounted at the base compartment for its raising and lowering operation, complete with its operating mechanism. Bajaj/K-Lite/Philips/approved make. |
| 165 | Construction of suitable foundation for high mast considering the safe soil bearing capacity at site as per the design supplied with the mast with all materials (steel, cement concreting etc.) and labour. Cast insitu M 20 mixture n/s of agg. 20mm and min cement content of 300 Kg/m3 incld. cost of excavation, soling (well compacted, consolidated, handpacked) inclusive of mudmat lean M 7.5 1:4:8 mix with n/s of agg. 40 mm incld. cost of reinforcement Fe 500,cutt, bendings, straightening and cost of binding wire incld. cost of shuttering, curing, carriage of material (all laps of reinforcement, (concrete work & reinforcement detailing as per IS-456 latest and SP-16 & IS-13839) complete job. Provision of GI pipe earthing for high mast with 2.5 M long 40 mm dia GI pipe including connection of high mast earth terminal with 25x3mm GI flats with all materials and labour. |
| 166 | Providing of earthing using G.I plate earthing (2'x2') and G.I strip risers along with associated materials as per IS standards to the high mast.incl.straping. |
| 167 | Supply installation testing and comm. of flood light 300 W (warm, white), Epoxy powder coated die-cast aluminium housing (LM24) with elegantly designed heat sink for efficient thermal management, sturdiness & excellent corrosion resistant. PG9 gland is used for cable entry and provision for loopin-loopout class 1, IP66, IK 07, with high power LED's as light source with Built-In Potted IP66 electronic LED driver with APFC, lower THD, toughened glass and secondary lens, Open Circuit Protection, Over Voltage Protection, Surge Voltage Protection upto 10kV With Built In SPD & other safety test as per IS 15885 Part-2/Sec 13, IEC60598-1. Preferred make: Philips/Havell/Wipro/Halonix make. To be approved by EIC before installation. |
| 168 | Supply installation and comm. Of 2'x1'.6\\"x1' control pannel outdoor type sheet steel 16SWG powder coated phosphatised having angle iron stand fitted with following accessories to be routed in the cement concrete, complete job:a) 200 amp 2 strip bus 1 No.b) A/V meters set/indicatorsc) 100 DP MCB Legrand maked) space for housing 5 KVA stabilizer. |
| 169 | Supply, Installation, testing and commissioning of 5 KVA relay type voltage stabilizer operating from input voltage 90-260 Volts thereby producing output voltage of 230 volts +/- 3 % (5 KVA) (Vguard/Livgaurd/LG make) |
| 170 | SITC XLPE 50 Sq. mm 3.5 Core Aluminium Armoured Cable of 1.1 KV Grade to be laid overhead and partially underground as per site requirement) From existing DT to High Mast Pole |
| 171 | Providing service connection to be carried from pole junction box to luminaries using 3x1.5 Sq.mm FR-LSH multistrend copper wire confirming IS 694 ammended upto date of Polycab/Havells/Anchor. To be approved by EIC |
| 172 | P/F of 2-Core 16 sq mm Al Armored |
| 173 | Providing of Three phase Supply at Habakhatoon point and island park near sheena cultural centre. for Habakhatoon LT Supply from existing Sub StationSITC XLPE 50 sq. mm 3.5 core Aluminium Armoured Cable of 1.1 KV Grade to be laid overhead and partially underground as per site requirement) From existing DT to high Mast Pole |
| 174 | P/f of suspension/tension clamp with eye hook |
| 175 | Supply and erection of ST Pole 8m Long (410-10-SP-33) |
| 176 | Cement bottoming 1:2:4 mix as per Standards 0.45cum/pole |
| 177 | P/F of Danger Boards with anticlimbing devices |
| 178 | Painting of Poles |
| 179 | Earthing of Poles |
| 180 | Construction of 100 KVA sub station for Island Park near sheena cultural centre (SITC and P/F)SITC of Transformers with Bimetallic Terminal Connectors Energy Level-2, (Al. wound upto 100kVA, ratings), and with LV Cable Box having detachable Al Gland plate with LV Bimetallic terminal connection suitable for vertical take off of cable. (Transformer to be inspected at OEM by Engineer deputed for purpose). The cost for boarding and lodging shall be borne by lowest bidder. |
| 181 | Supply and Erection of ST Pole 9m Long (410-SP-33). |
| 182 | Cement bottoming 1:2:4 mix as per Standards 0.5cum/pole |
| 183 | P/F of GI Channel Angle irons for Iron Clamps / Block Clamps of all sorts for sub-station Bed. |
| 184 | P/F of 11 KV 3-phase 3 pole, 200 Amps G.O AB Switch |
| 185 | P/F of 11 KV 3-phase, 200 Amps D.O Fuse set |
| 186 | P/F of 11 KV Gapless Surge Arrestor 9 KV,10 KA ,with housing |
| 187 | P/F of LT fuse set with connectors |
| 188 | 100 KVA Substation -- Excavation of earth pit of dia 650 mm & depth 3000 mm, installation of Earthing pipe of 40 mm Nominal bore & 4mm wall thickness & length 2.5 m long as Per IS 1239. GI Strip for neutral earthing of size 75 mm x 10 mm & 50 mm x 6 mm for connection of transformer body, G.O Set & lightening arrestor as per IS 2629/85, GI nuts & bolts, refilled with earth enhancement materials and earth Chamber made of brick masonry with RCC slab cover |
| 189 | P/F of Danger Boards with anticlimbing devices |
| 190 | Painting of Poles . |
| 191 | Earthing of poles Complete by GI Pipe 40 mm 3 mtr long through GI Strip 25x3 mm |
| 192 | P/F of 11KV Disulators along with fittings |
| 193 | P/F of 11 KV Pin Insulators (Polymer) with pins 5KN |
| 194 | P/F of 185mm² 1-core XLPE 1.1 KV grade aluminium armoured cable FRLS type |
| 195 | P/F of GI Nuts & Bolts of Sizes |
| 196 | Sundry items like aluminium lugs, Jumpers, |
| 197 | SITC of below mentioned items (complete job)Supply & Erection of ST Pole 9m Long (410-30-SP-33) |
| 198 | P/F of 50 mm² ACSR Conductor |
| 199 | Cement bottoming 1:2:4 mix as per Standards 0.5cum/pole |
| 200 | P/F of GI Channel 'V' cross-arm with GI Angle Pole Top Bracket including back clamps |
| 201 | P/F of Galvanised Stay Set |
| 202 | P/F of Danger Boards with anticlimbing devices |
| 203 | Pointing of Poles |
| 204 | Earthing of poles Complete by GI Pipe 40 mm 3 mtr long through GI Strip 25x3 mm |
| 205 | P/F of 11KV Disulators along with fittings |
| 206 | P/F of 11 KV Pin Insulators (Polymer) with pins 5KN |
| 207 | P/F of GI Nuts & Bolts of Sizes |
| 208 | Ornamental poles for Island Park near sheena cultural centreSupply/Installation/Testing & Commissioning of heritage architectural ornamental decorative cast iron pole having provision to fix decorative single arm bracket Installation of same with foundation bolts of suitable size to grout it into specially designed RCC foundation. The decorative light fixture shall be fixed on the top of the pole. The details of pole, bracket & light are given below:- The Pole: The Cast iron Pole of 2.7 Mtr (2700mm) length. The pole has ornamental base (Approx overall dimension-height 1175mm, bottom dia 380mm) shall have a provision of inbuilt junction box for fixing MCB's or cutouts with detachable window cover. The part above ornamental base design consists of decorative sections of circular shapes & collar in different dimension, is made of cast iron in fine finish. The design of the cast-iron parts should be as per drawing enclosed, and design shall perform satisfactorily in minus very cold temperature. Mentioned dimensions are proposed dimensions, which may vary with actual measurements (Tolerance of 15%). Material Specification: All this above parts made of cast iron castings must be of FG-150 grade as per IS 210 (2009) standard. Hardness must be in range between 130 BHN to 180 BHN. Cast iron must have Chemical composition of Carbon - 3.0% to 4.0%, Silicon - 1.0% to 2.0%, magnesium - 0.5% to 0.7%, sulphur - 0.02% to 0.04% & phosphorous - 0.07% to 0.09%; this composition is best suitable for product strength & life. Heritage architectural ornamental decorative cast iron pole (Shall be approved by Department before Supplying) of Phillips (signify India ltd)/Niri/Homdec/K-lite/Dwarka Make. The item shall be inspected at source (manufacturing factory) by departmental employees before its dispatch or sample to be got inspected at source before manufacturing for which the contractor shall be liable to and fro charges by way of providing transport/airfare, lodging and boarding for two employees. Material to be supplied as per Drawing enclosed. Finish: Color specification & finishing process must follow as per the ISI standard. All parts must be clean by SHOT blasting process. Further parts are painted in 4 layer coating (thickness-125 to 150 micron) in which first layer with epoxy primer (to prevent corrosion), second layer with epoxy base colour, than third layer polyurethane (PU) metallic paint (Gold/Green/Copper/Silver) & final layer of polyurethane (PU) lacquer (to prevent ultra violet rays). |
| 209 | Post top fixture luminaire shall be 820 mm height (Shall be approved by Department before supplying) of Phillips (signify India ltd)/NERI/HOMDEC/Klite/Dwarka make with Decorative 45/50 Watt LED bulb (luminaries). The item shall be inspected at source (manufacturing factory) by departmental employees before its dispatch or sample to be got inspected at source before manufacturing for which the contractor shall be liable to and fro charges by way of providing transport/airfare, lodging and boarding for two employees. CMC for period of 3-Years from date of completion of work. Light Fixture: The ornamental aluminum casted decorative light post top fittings of having suitable Adopter/connector for fixing on required post; as shown in the enclosed drawing. The fixtures have aluminum casted & spinning parts welded with decorative cast aluminum designs for better look. It shall have designed to illuminate large areas with its wide dispersion without affecting the environment. It shall have extra clear transparent unbreakable polycarbonate doom V-shaped light cover with stainless-steel fastening elements. The fixture having provision to fix complete with required power supply. Mentioned dimensions are proposed dimensions, which may vary with actual measurements (Tolerance of ±5%). |
| 210 | Providing and laying of M15(1:2:4) Cement Concrete pole block of size (1.5' x 1.5' x 2.5') as *(1.5' above ground & 2.5' under ground in Height) including cost of form work, Curing, Finishing & Base Mesh Reinforcement having 12mm dia main as well as temperature (spacing 6 inch C/C) with 04 No. of foundation bolts supplied with the pole and embedded in the concrete, 6\\" dia. hollow space shall have to be provided in the concrete, 6\\" dia. hollow space shall have to be provided in the concrete for back flow loop in and loop out. The job includes all charges (Complete Job). The Job Shall be Monitored by concerned sub-division Gurze site incharge (Civil Engineer) Foundation to be circular or square as per site requirement |
| 211 | Providing service connection to be carried from pole junction box to luminaries using 3x1.5 Sq.mm FR-LSH multistrend copper wire confirming IS 694 ammended upto date of Polycab/Havells/Anchor Make. |
| 212 | Supply/Fixing/Testing and Commissioning of 6 Amp to 10 Amp Rating, 240V, C*C Curve 10K, SP miniature Circuit Breaker suitable for inductive load and to be fitted in existing poles complete with connections including (L&T/Siemens/Legrand/ABB/Schneider Make) |
| 213 | Supply/Fixing of 63 Amp 4-Way (TPN) joint connector Terminal Block of standard make including Tubular/Reducer/Bottle type terminal thimbles/Lugs of dowel/IV 14 Make with crimping and tapping of required color Complete Job |
| 214 | Providing of Pole Earthing Using 20mm GI Rod 10 ft to be driven Underground and connected with pole at earthing point through 8 SWG Wire including required Sizes/numbers of nuts bolts and thimbles Complete Job. |
| 215 | Supply/Laying/Testing and Commissioning of following Al armored PVC cable withstand voltage of 650/1100V confirming to IS:1554(Part-I) Havells/Polycab Cable Make. The laying of cable shall be carried through existing HDPE Pipe carefully, to avoid any insulation damages/Kengs. 3.5-Core 50 sq mm Al Armored along with 04 Inch of HDPE Pipe |
| 216 | 4-Core 16 sq mm Al Armored |
| 217 | Supply and laying of 2 inch dia HDPE pipe of Standard make having Corrugation on Outer wall and Plain surface inner wall Conforming to IS:14930 Part-1 and 2 Complete with accessories for Protection of 1.1 KV Grade under Ground cable Directly in Ground at a Depth of 01Feet including excavation and Refilling the Trench. The Job includes repairing of the Roads and lanes which shall get effected due to this by way of laying cement concrete etc. |
| 218 | Supply/Laying of GI Pipe (A-Class) of 03 inches dia with ISI Marked including Excavation & earth work for Road cut and refilling of same with cement concrete as per site requirement |
| 219 | Design, Supply, Installation, Testing and Commissioning of CPRI Approved (IS/IEC:61439) Main LT Control Double Door feeder panel outdoor type fabricated out of 16 gauge sheet steel. The feeder panel should have standing rain/dust & vermin proof with gasket lockable door of 16 gauge sheet steel. The Panel should be painted with Electro static powder coated colour, Siemens grey structural with proper chemical pre-treatment with film thickness 35-40 Microns, duly fitted with Voltmeter, R/Y/B Phase-indicators etc & angle iron 50x50x6mm stand painted in black colour of 2.5 feet height above ground level and underground 1.5 ft to be grouted in cement concrete block of suitable size with the cc ratio of 1:2:4 mix. (However the angle iron stand overall height 4 ft shall be increased or decreased upto 1.5 foot depending upon site conditions) The feeder shall be suitable size in length breadth and height to be fitted inbuilt the following items: Incoming: 150 Amp-4-pole,35kA MCCB with extended terminals Adjustable Thermal & Fixed Magnetic L&T/ABB/Legrand/Simens Make. Outgoing: 200 Amp TPN Al. Bus bar. Further the Feeder Panel shall have provision to accomodate 08 NO single pole MCB's of required capacity and also having sufficient space for cable entries at the bottom side. In addition the feeder shall be provided with a set of indicator, volt/ampere meter, selector |
| 220 | Design, Supply, Installation, Testing and Commissioning of CPRI Approved (IS/IEC 61439) Main LT Control Double Door feeder panel outdoor type fabricated out of 16 gauge sheet steel. The feeder panel should have standing rain/dust & vermin proof with gasket lockable door of 16 gauge sheet steel. The Panel should be painted with Electro static powder coated colour, Siemens grey structural with proper chemical pre-treatment with film thickness 35-40 Microns, duly fitted with Voltmeter, R/Y/B Phase-indicators etc & angle iron 50x50x6mm stand painted in black colour of 2.5 feet height above ground level and underground 1.5 ft to be grouted in cement concrete block of suitable size with the cc ratio of 1:2:4 mix (However the angle iron stand overall height 4 ft shall be increased or decreased upto 1.5 foot depending upon site conditions). The feeder shall be suitable size in length breadth and height to be fitted inbuilt the following items:- Incoming: 100 Amp-4 pole,35kA MCCB with extended terminals Adjustable Thermal & Fixed Magnetic L&T/ABB/Legrand/Siemens Make. Outgoing: 125Amp TPN Al. Bus bar & 02 No. 63 Amp 4 pole TPN MCB L&T/Legrand/Schneider/Microtek Make. Further the Feeder Panel shall have provision to accomodate 08 NO single pole MCB'S of required capacity and also having sufficient space for cable entries at the bottom side. In addition the feeder shall be provided with a set of indicator, volt/ampere meter, selector switches, CTs & Auto Electronic ON-OFF Digital Timer switch and required capacity of contactor for operation of day light control to Auto operation of illumination lightings |
| 221 | ENVIRONMENTALLY SAFE MAINTENANCE FREE COPPER ROD EARTHING SYSTEM Necessary soil treatment is to be made by the contractor in order to improve the Pit resistance Value. Supply, Installation and Testing of 75 mm copper Pipe Filled with Crystalline conductive Mixture with Eco friendly GEM Backfill Compound 2No. Bags also having Earth pit chamber (300mm x 300mm) with man-hole cover for the above. Including cost of 20mm Wide copper strip as required in one run fitted with brass nut bolt & spring washer from EARTHING ROD up to MAIN Control PANEL through suitable DWC High Density Polyethylene Pipe having Corrugation complete job. |
| 222 | Supply/Installation/Testing and Commissioning of IP-66 Tricolour LED Strip along with Suitable drivers for 80 No. of 4 Mtr Ornamental Poles Philips/Wipro/Havells make. |
| 223 | Supply/Installation/Testing & Commissioning of 3-phase 20 KVA,50 Hz Oil cooled unbalanced type Voltage Stabilizer SERVO control of Approved brand COPPER wound of Alba/AE/Cosco Make ISI/ISO/IEC certified for smooth functioning/constant voltage supply having Technical Specifications: Input voltage (Ph-Ph) ranging from 90 Volts to 470 Volts and a balanced output Voltage of 420 Volts, ±2% Buck Boost Transformer Copper wound 99.9%, Oil Immersed COOLING OIL, High cut/Low Cut /Time delay/Over Cut through Micro Controller and Spike Protection having 01 No. 63 Amp 3 Pole TP 36kA from input side & 63 Amp TPN from output side Complete job. |
| 224 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat and paint of approved quality all complete.Bench=50x50x6mm. |
| 225 | P/F of sheet steel Kiosk/Canopy suitable to house 20 KVA servo stabilizer of following capacities fabricated out of 16 SWG M.S sheet having front door with locking arrangements and duly powder coated. |
| 226 | Supply/Installation/Testing and Commissioning of 3-Phase, Four Pole 100 Amp,415V Ac,50Hz offload Manual Changeover Switch side handle in enclosure Havells/L&T/ABB Make including S/F/Crimping of Suitable Size of thimbles for connections as per site requirement for bypassing 20 KVA AVR. as approved. |
| 227 | Street lights from Wanpora to markoot road Gurez (SITC and P/F)Supply and erection of polygonal GI Pole 8 M Long of 70mm Dia with Foundation Bolt (to be inspected by engineer incharge at source) Boarding lodging to be borne by successful bidder. bajaj/utkarsh/jindal/surya roshini |
| 228 | P/F of 40 W LED Street Lights along with necessary brackets for fixing Phillips/Havells/Wipro make |
| 229 | Concrete Foundations for polygonal GI poles of Dimensions (1.5'X1.5'X4') |
| 230 | P/F of 5A Single Pole MCB along with the MCB Box and Connector |
| 231 | P/F of 10 Sq.mm 2 Core Aluminium Armoured Cable |
| 232 | HDPE Corrugated Flexible Duct Pipe 2 inch dia |
| 233 | Earthing of Poles GI Pipe 40 mm or GI Rod 20mm 2.5 mtr long through GI Strip |
| 234 | Sundry items like aluminium lugs, Jumpers, binding Tape, |
| 235 | P/F of Galvinized Nuts and Bolts. |
| 236 | Supply/Installation/Testing & Commissioning of 3-phase 5 KVA,50 Hz Oil cooled unbalanced type Voltage Stabilizer SERVO control of Approved brand COPPER wound of Alba/AE/Cosco Make ISI/ISO/IEC certified for smooth functioning/constant voltage supply having Technical Specifications: Input voltage (Ph-Ph) ranging from 90 Volts to 470 Volts and a balanced output Voltage of 420 Volts, ±2% Buck Boost Transformer Copper wound 99.9%, OIL Immersed COOLING OIL, High cut/Low Cut /Time delay/Over Cut through Micro Controller and Spike Protection having 01 No. 63 Amp 3 Pole TP 36kA from input side & 63 Amp TPN from output side Complete job. |
| 237 | Providing service connection to be carried from pole junction box to luminaries using 3x1.5 Sq.mm FR-LSH multistrend copper wire confirming IS 694 ammended upto date of Polycab/Microtek/Anchor/ Make. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 31, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayNov 02, 2026
Bid Opening Date
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