Tender For Ground Water Recharge Through Construction Of Shaft For Accumulated Run Off To Achieve Water Neutrality At Ramdham Colony Park, Ward No 12, Nagar Palika Parishad Shivaliknagar, Haridwar
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Nov 2026
18 days left
EMD
4.48 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Haridwar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Ground Water Recharge Through Construction Of Shaft For Accumulated Run Off To Achieve Water Neutrality At Ramdham Colony Park, Ward No 12, Nagar Palika Parishad Shivaliknagar, Haridwar
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: SUPERINTENDENT Engineer, Minor Irrigation Circle, Tehri Name of Work: Ground Water Recharge through construction of shaft for accumulated run off to achieve water neutrality at RamDham Colony park, ward no 12, Nagar palika parishad ShivalikNagar, Haridwar Contract No: Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. DSR Description Item Code / Make Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each DSR Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 3 | 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. |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 5 | Diluting and injecting chemical emulsion for POST - CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: WithChlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m. |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 8 | 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. |
| 9 | 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 Engineerin- charge. |
| 10 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 11 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominalsize derived from natural sources) |
| 13 | 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) : 4 graded stoneaggregate 20 mm nominal size) |
| 14 | 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 stoneaggregate 20 mm nominal size) |
| 15 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 16 | Providing and laying in position specified grade of reinforcedcement 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | 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 content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level |
| 18 | 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 content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level |
| 19 | 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. |
| 20 | Centering and shuttering including strutting, propping etc. andremoval of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 24 | 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) |
| 25 | 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 26 | Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) |
| 27 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. barsat every third course of half brick masonry. |
| 28 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 29 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). |
| 30 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 31 | 15 mm cement plaster on the rough side of single or half brick wallof mix : 1:6 (1 cement: 6 fine sand) |
| 32 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 33 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding . |
| 34 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer . |
| 35 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 36 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 37 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1 : 4 (1 cement: 4 coarse sand). |
| 38 | Dry brick on edge flooring in required pattern with bricks of class designation 7 .5 on a bed of 1 2 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 39 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (ACP/HPL CLADDING) |
| 40 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 41 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 42 | 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) Holes 90 cm dia, and 90 cm deep Details of cost for 1 hole |
| 43 | Providing and Displaying Fishtail palm well developed with fresh & healthy foliage leaves of ht 210 to 240cm Specimen plant in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 44 | Providing and stacking of Tecoma stans of height 90-105 cm. bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 45 | Providing and stacking of Thuja compacta of height 75-90 cm., conical shaped, well formed with healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge. |
| 46 | Providing and Stacking of Ashwagandha of ht. 30 cm with multi branches in Poly bag of size 20 cm.as per direction of the officer-in-charge. |
| 47 | Providing and Stacking of Adusha of ht. 30 cm with multi branches in Poly bag of size 20 cm. as per direction of the officer-in-charge. |
| 48 | Providing and Stacking of Satavari, well developed in earthen pot of size 20 cm as per direction of theofficer-in-charge. |
| 49 | Providing and Stacking of Alovera well developed in earthen pot of size 20cm as per direction of the officer-in-charge. |
| 50 | Providing and Stacking of Lemon grass of ht. 30cm with multi branches in Poly bag of size 20 cm. as per direction of the officer-in-charge. |
| 51 | Providing and Stacking of Giloy well developed in poly bag of size 20 cm as per direction of the officer-in-charge. |
| 52 | Providing and Displaying Geranium double variety having 30 cm ht., in different colour well developed with fresh & healthy foliage (3 in one) well bloomed in 25 cm Earthen Pot/Plastic Pot and as per direction of theofficer-in-charge. |
| 53 | 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. |
| 54 | Providing and Displaying Marigold jaffri French orange/yellow/Russet colour well developed with fresh & healthy foliage with 60 to 75 flowers in bloom specimen plant 60 to 75 cm ht in 30 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 55 | Providing and Displaying Nemesia well developed with fresh & healthy with good attractive foliage full blooming in 20 cm Earthen Pot/Plastic Pot andas per direction of the officer-in-charge. |
| 56 | Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. |
| 57 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 58 | 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 dressing 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 50m. All kind of soil |
| 59 | Excavating trenches of required width for pipes, cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then retuning 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 50m. All kinds of soil, pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia. |
| 60 | Extra for additional lift of 1.5m or part there of in excavation/banking excavated or stacked materials -all kinds of soil 1.50 to 3.00m depth. |
| 61 | P.C.C -1:4:8 |
| 62 | Brick work 1:4 cement mortor with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth |
| 63 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) |
| 64 | 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. |
| 65 | 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. |
| 66 | 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. |
| 67 | 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. |
| 68 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 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). |
| 69 | Tor steel or iron work as reinforcement of R.C.C. work incld. supply of all materials ,labor, T&P etc reqd. for proper completion of work. |
| 70 | 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) : 4 graded stone aggregate 20 mm nominal size) |
| 71 | 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. |
| 72 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.Drilling of 300mm dia bore hole .Rocky strata including Boulders |
| 73 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticised PVC medium well casing (CM) pipe of requird dia, conforming to IS: 12818. includig required hire and labour charge fitting cceessories all complete for depths & as per direction of Engineer -in-charge. 150 mm nominal size dia |
| 74 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 75 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 76 | Providing and 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. 110 mm |
| 77 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticised PVC medium well screen (RMS) pipe with ribs of requird dia, conforming to IS: 12818. includig required hire and labour charge fitting cceessories all complete for depths & as per direction of Engineer -in-charge. 150 mm nominal size dia |
| 78 | 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° |
| 79 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 150mm Dia Pipe. |
| 80 | 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 - |
| 81 | Providind & fixing of Heavy Duty M.S iron Jali (0.30 m X0.20 m Size ) in wall of primary filter for upcoming water as per market rates |
| 82 | Providing and fixing PVC Mesh ,End Cap,Bend etc |
| 83 | S/F Information Bord i/c all |
| 84 | Surya Lighting Pole or Post and Hardware - tubular Street Light Poles - Solar Light Pole |
| 85 | All In One Solar Street Light Series, Solar Light - AIO 30W |
| 86 | ISI Marked Havells,Polybac , Orient etc. electric High Mast Lighting Octagonal Tower For Small Area With LED Flood Lighting System, 12 meter Octagonal Pole with 6 Orient electric Make LED Lights . (12m High Mast suitable for 6 Lum Sym), Lantern carriage Diameter - 1500mm , No of LED Luminaires can be fitted in the carriage of each octagonal pole (in Nos) - 6, Onsite warranty (in years) - 1 year, Height of Octagonal pole (in m) - 12m, Octagonal pole sheet thickness - 3mm, Width of Base Plate - 275mm, Thickness of Base Plate - 16mm , Length of Base Plate - 300mm , Regional wind withstand capacity which the pole structure support is suitable to withstand (in m/s) - 50, Size of Cable(in sq mm) - 4, LED Rating/System Wattage/Rated Power (in Watts - 120 |
| 87 | Supply & fixing of horizontal air termination of 25 mm x 4 3mm copper strip, G.I clamp on surface complete in all respect as approved by ingineer in charge. |
| 88 | Supply & fixing of vertical air termination final rod comprising of 300 mm long x 25 mm dia copper rod with one pointed prong and 100mm x 3mm thick base plate etc. complete in all respect. |
| 89 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected 6 with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 4 x 10 sq mm PVC insulated cable for main connection . |
| 90 | S/F following capacity of automatic street light cubical control panal painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors HRC fuse isolating switch, metring instrument & instrument box with CTs etc. in case of 40 amp TPN DB panel 40 Amp. complete with all respect |
| 91 | S/F of Aviation Light, tower light red color.comp in all respect |
| 92 | Earthing with Copper earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 93 | Hexagonal canopy Madse up of M.S Pipes with a seating capacity of 8 Person. Raised on a platform of 600mm high. |
| 94 | FAMILY FOUNTAINS Outdoor/Indoor Fountain, Maitainence Period NA (Years) |
| 95 | Unbranded Cast Iron Powder Coating Garden Bench, Capacity 3 SeaterUnbranded Cast Iron Powder Coating Garden Bench, Capacity 3 Seater |
| 96 | Garden Open gym Twister |
| 97 | Garden Open gym Air Walker |
| 98 | Parallel bar Stands. |
| 99 | Open Gym - Leg Press |
| 100 | Open Gym - Shoulder |
| 101 | Open Gym -Chest Press |
| 102 | Garden Swing 1 - Circular |
| 103 | Garden Swing 2 - two Seater |
| 104 | Garden Swing 3 - two Seater Without roof |
| 105 | Garden Slide 1 - Circular motion |
| 106 | Garden Slide 2 - Straign Motion |
| 107 | Garden Stralleer / Air walker |
| 108 | Parallel with Double stand |
| 109 | The Chakra - 5ftx8ft |
| 110 | Arjuna Statue - 10ftx8ft |
| 111 | Om Sculpture - 4ftx8ft |
| 112 | Yoga Sculpture - 5ftx9ft Total in Figures 9081021.0 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates DSR5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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