Tender For Tender For Development Of Water Recharge & Beautification Of Park At Harihar Colony, Haldwani, Nainital, Uttarakhand
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Nov 2026
14 days left
EMD
88540
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nainital → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Tender For Development Of Water Recharge & Beautification Of Park At Harihar Colony, Haldwani, Nainital, Uttarakhand
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 3 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 4 | Supplying, filling, spreading & leveling stone boulders of size range 20 cm to 40 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 5 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge. |
| 6 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | 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. |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 13 | Providing and fixing of Perforated Pipe (100mm) |
| 14 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 15 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 20 | 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 |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) - OUTER PLASTER |
| 25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 26 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 27 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 28 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) |
| 30 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 31 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 32 | 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 |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 36 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 37 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 39 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 40 | 15 mm cement plaster on the rough side of single or half brick wall of mix :: OUTER PLASTER 1:6 (1 cement: 6 fine sand) |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 42 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 43 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 44 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 45 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 46 | Supplying, filling, spreading & leveling stone boulders of size range 20 cm to 40 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 47 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge. |
| 48 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. |
| 49 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 50 | 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 |
| 51 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns, etc. for mass concrete |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 53 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 54 | Rough dressing the trenched ground including breaking clods. |
| 55 | Fine dressing of the ground. |
| 56 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 57 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 58 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). |
| 59 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately). 2.14.2 Holes 90 cm dia, and 90 cm deep |
| 60 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately). 2.14.4 Holes 45 cm dia, and 45 cm deep. |
| 61 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) 2.57.1 Trees Plant |
| 62 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) 2.57.2 Shrubs Plant |
| 63 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 64 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.1 Screened through sieve of I.S. designation 20 mm |
| 65 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 66 | Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge. |
| 67 | Providing and displaying of Dracaena Song of India (three in one), having ht. 30 cm and above, multibranched, well developed with fresh and healthy leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 68 | Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60- 75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. |
| 69 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 70 | Providing and stacking of Ficus panda of height 45-60 cm. with 6-7 branches and healthy foliage in p.bag of size 25 cm as per direction of the officer-in-charge. |
| 71 | Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 72 | Providing and Displaying Geranium double variety having 30 cm ht., in different colour (RED) well developed with fresh & healthy foliage (3 in one) well bloomed in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 73 | Providing and Displaying Marigold jaffri orange/yellow/Russet colour well developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 74 | Providing and Displaying Nemesia well developed with fresh & healthy with good attractive foliage full blooming in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 75 | Providing and Displaying Petunia hybrid different variety in different colour well developed with fresh and healthy foliage in full bloom in 25 cm Earthen Pot/Plastic Pot as per direction of the officer-in-charge. |
| 76 | Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. |
| 77 | Providing and stacking of Chlorophytum (Green), full of leafy suckers in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 78 | Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 79 | Providing and stacking of Chandni dwarf of height 15-20 cm., well branched in earthen pots of size 20 cm as per direction of the officer-in-charge. s per direction of the officer-in-charge |
| 80 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock |
| 81 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 82 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or hard rock |
| 83 | Drilling Charges of Bore well by Direct Rig rotary Machine |
| 84 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 85 | Supplying ,fillng,spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in required thickness for all leads & lifts,all complete as per direction of engineer-in-charge. |
| 86 | Supplying,filling, spreading & levelling gravels of size range 20 mm to 40mm ,in recharge pit, over the existing layer of boulders,in required thicknes for all leads & lifts, all cpmplete as per direction of Engineer-in-charge. |
| 87 | Supplying,filling, spreading & levelling gravels of size range 5mm to 10mm ,in recharge pit, over the existing layer of boulders,in required thicknes for all leads & lifts, all cpmplete as per direction of Engineer-in-charge. |
| 88 | Supplying, filling,spreading fillter media levelling coarse sand range 1.5mm to 2mm in recharge pit, in required thickness over gravel layer,for all leads &lifts, all complete as per direction of Engineer-in-charge. |
| 89 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp |
| 90 | M S Pipe 150 mm dia for lowering |
| 91 | Assembling, lowering and fixing in vertical position in bore well M S Pipe 150 mm dia |
| 92 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia |
| 93 | Febrication of stainer on 150 mm dia M S and other work |
| 94 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 95 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 96 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 97 | Supplying, filling, spreading fillter media leveling charcol in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer - |
| 98 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 99 | Charge of Laying & Fixing of 4 No precast R C C Slab |
| 100 | Providing and fixing PVC Mesh, End Cap, Bend etc. |
| 101 | Bore Testing for Recharge |
| 102 | S/F Information Bord i/c all |
| 103 | Transportation Charge |
| 104 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m |
| 105 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 106 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) |
| 107 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 108 | Foundations, footings, bases of columns, etc. for mass concrete |
| 109 | Providing and Fixing SBR (Styrene butadiene Rubber) tile flooring 19mm thick with group arrangement of approved colour, design & fixing with P.U adhesive for reliable and durable bonding at sub - base. All complete as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level, c:c block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications, All civil work for sub base not i/c and not inthe scope of installation team. civil work cost paid separately. |
| 110 | Providing and fixing of AIR WALKER / HEALTH WALKER make LEO/GRAND SLAM/ ARIHANT/ OK PLAY. Health Walker of size 1070x615x1509mm fabricated with main post of 114mm “C” Class G.I. pipe made of hot roller tubular steel and hot dipped galvanized and powder welded coated using Akzo Nobel of 60-80 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint are applied at all welding points prior to finishing. Pedals shall be made of Nylon alloy with rounded edges to prevent any impact of injury and base plate cover to be made from virgin LLPDE manufactured by rotational moulding with minimum thickness of plastic of 8mm colourful and UV resistant and environmental friendly. Bearing used shall be made maintenance free, duly oil sealed and self-lubricated made by reputed company to be approved by Engineer-in-charge. Equipment to be fitted with in welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint are applied at all welded points prior to finishing. All complete as per the technical specifications to manufacture the item. The Complete item to be fixed in C:C (1:2:4) block of appropriate size after deep excavation/earth work at site as required. All complete as per direction and Pre approval of engineer in- charge regarding material, shape of equipment, colour on metal, seat and base cover plate andfixing of equipments etc. |
| 111 | Providing & fixing of DUALSKY WALKER/ DOUBLE CROSS WALKER of make LEO/GRAND SLAM/ARIHANT/ OK PLAY. double cross walker of size 160-800 x 60-800 x 160-800 mm fabricated with main post of 114mm dia and “C” Class G.I. Pipe as per IS-1239 and rest of the pipe 40mm dia“C” Class G.I. Pipe as per IS-1239 and powder coated using Akzo Nobel or equivalent of 60-80 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Pedals shall be made up of Nylon alloy with rounded edges to prevent any impact or injury and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic as 8mm colorful and UV resistant and environmental friendly or FRP Material of same specification, Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer in charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movement. All open ends of pipe to be closed by GI/ LLDPE/ FRP caps for user safety. The equipment to be fixed on Ground with concrete after deep excavation work of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipments on to it and cover with the base plate. All complete as per the technical specifications to manufacture the item. The Complete item to be fixed in C:C (1:2:4) block of appropiate size after deep excavation/earth work at site as required. All complete as per direction and Pre approval of engineer in- charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc. |
| 112 | Providing and fixing of SHOULDER TWIRL DOUBLE / BIG SHOULDER WHEEL make LEO/GRAND SLAM/ ARIHANT/ OK PLAY. BIG SHOULDER WHEEL SEATED CHEST PRESS of size 857x850x1815mm fabricated with main post of 114mm and “C” Class G.I. pipe made of hot rolled tubular steel and hot dipped galvanized and powder coated using AkzoNobel of 60-80mm micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint are applied at all welding pointsprior to finishing. All complete as per the technical specifications to manufacture the item. The Complete item to be fixed in C:C (1:2:4) block of appropriate size after deep excavation/earth work at site as required. All complete as per direction and Pre approval of engineer in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipmentsetc. |
| 113 | Providing and fixing of HIP TWISTER TRIPLE/ WAIST TWISTER make LEO/GRAND SLAM/ ARIHANT/ OK PLAY. waist twister of size1840x1840x2000mm fabricated with main post of 114mm “C” Class G. I. Pipe made of hot rolled tubular steel and hot dipped galvanized and powder coated using AkzoNobel of 60-80mm micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint are applied at all welding points prior to finishing. Rotating and base plate cover to be made from virgin LLPDE manufactured by rotational moulding with minimum thickness of plastic of 8mm colourful and UV resistant and environmental friendly. Bearing used shall be made maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer-in-charge. Equipment to be fitted with inbuilt limiter to prevent unwanted movement. All complete as per the technical specifications to manufacture the item. The Complete item to be fixed in C:C (1:2:4) block of appropriate size after deep excavation/earth work at site as required. All complete as per direction and Pre approval of engineer in charge regarding material, shape of equipment, colour onmetal, seat and base cover plate and fixing of equipments etc. |
| 114 | Providing and fixing of HAND ROWER/ROWER MACHINE of make LEO/GRAND SLAM/ ARIHANT/ OK PLAY. The main frame of Hand Rower size: 1475x860-80x1065mm with main post of 114mm dia and 4 mm thick “C” Class G.I. Pipe and FRP (Fiber Reinforced Plastic seat with backrest is fixed over 40NB Galvanized bend pipe. This bend pipe is further linked to 114NB base pipe &, with help of connecting links. Connecting links are made up of 25NB G.I. pipes with specially designed metal bush at ends. The paired 25NB pipe handle with rubber grip at the end is fixed over one of the connecting link. The rolling frame is made by 40 NB & 20 NB G.I. pipes. Connecting links are hinged in between seat frame and base frame with specially designed bush bearings. A suitable PVC/ rubber grip is provided for foot rest on seat frame. All pipes are uniformly Polyester based powder coated up to minimum 60-80 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment. Handle for rotating the ring fixed over the pipe ring. The G.I. Pipe to be used of standard make and C-class . All complete as per the technical specifications to manufacture the item. The Complete item to be fixed in C:C (1:2:4) block of appropiate size after deep excavation/earth work at site as required. All complete as per direction and Pre approval of engineer in- charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc. |
| 115 | Providing and fixing DOUBLE SHOULDER EXCISER/PULL DOWN CHALLENGER make LEO/GRAND SLAM/ ARIHANT/ OK PLAY. Pull Down Challenger of size 2572 x 805 x 2187mm fabricated with main post of 114mm and “C” Class G.I. Pipe made of hot roller tubular steel and hot dipped galvanized and powder coated using Akzo Nobel of60-80mm micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint are applied at all welding points prior to finishing. Seat and base plate cover to be made from virgin LLPDE manufactured by rotational moulding with minimum thickness of plastic of 8mm colourful and UV resistant and environmental friendly. Bearing used shall be made maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer-incharge. Equipment to be fitted with inbuilt limiter to prevent unwanted movement. All complete as per the technical specifications to manufacture the item. The Complete item to be fixed in C:C (1:2:4) block of appropriate size after deep excavation/earth work at site as required. All complete as per direction and Pre approval of engineer in- charge regarding material, shape of equipment, colour on metal, seat and base cover plate andfixing of equipments etc. |
| 116 | standalone solar photovoltaic street lighting system (SLS) |
| 117 | Providing and Supplying of HDPE Pole-Mounted Outdoor Dustbin |
| 118 | Providing & Supplying of Cast Iron Polish Garden Bench, Capacity 3 Seater (GARDEN BENCH) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender