Tender For Beautification And Upgradation Work At Bhimgoda Kund Haridwar.
Tender Value
2.84 Crore
Estimated cost
Bid Submission
12 Nov 2026
2 days left
EMD
6.72 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Haridwar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Beautification And Upgradation Work At Bhimgoda Kund Haridwar.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 2 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead |
| 3 | 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 In cement mortar |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - chargeNominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 5 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge |
| 6 | CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Lime, moorum, building rubbish Beyond 30 km |
| 7 | CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking steel Beyond 30 km |
| 8 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 9 | 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) |
| 10 | CEMENT PLASTER (INFINE SAND)12 mm cement plaster of mix : 1:6 (1 cement:6 fine sand) |
| 11 | 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. 11.30.1 Red sand stone |
| 13 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 14 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough 40 mm thick |
| 15 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.Red sand stone |
| 16 | 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, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:1:3 (1 cement : 1 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).1:1:3 (1 cement : 1 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form fo Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up And above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 22 | 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 impairingstrength; 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 |
| 23 | Stone work ashlar sunk or moulded or sunk and moulded upto floor fivelevel in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone |
| 24 | Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in:Circular or polygonal pillars |
| 25 | Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Red sand stone Both face dressed Red sand stone |
| 26 | Stone work plain ashlar in domes , in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.One face dressedRed sand stone |
| 27 | Analysis of Rate (Extra for Moulding/Carving in Arches & Domes) The net rate for decorative moulding and carving is derived by subtracting the Plain Red Sandstone rate (DSR Item 7.12.1.1 @ ₹68,294.00/m3) from the Sunk & Moulded Red Sandstone rate (DSR Item 7.20.1 @ ₹94,463.00/m3). Since the base items for both the Arch (DSR Item 7.13.1.1) and the Dome/Roof (DSR Item 7.14.1.1) already include the cost of plain stone material and shuttering, applying this net difference of ₹26,169.00/m3 (94,463.00 - 68,294.00) as an extra rate to their measured volumes avoids double counting the stone material while correctly paying for the intricate carving work on both structures. |
| 28 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 29 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriateproportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading andcompacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ lesscement used as per design mix is payable/ recoverable separately |
| 30 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), incl ding making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). ((Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 31 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes |
| 32 | Painting steel work with deluxe multi surface paint to give an even shade.Two or more coat [email protected]/10 sqm over an under coat of primer applied @0.80ltr/10sqm of approved brand and manufacture |
| 33 | 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, lead up to 50 and for all lift. |
| 34 | Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately)Over burnt (Jhama) brick aggregate 90 mm to 45 m |
| 35 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 36 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs t |
| 37 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 38 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 39 | 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) |
| 40 | Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge |
| 41 | Size of Empty Pots 35cm Top dia, 25cm Bottom Dia & 35 cm Perpendicular height. |
| 42 | Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge 2.29.1 Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall thickness of 25.4 mm |
| 43 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 44 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way , Double door |
| 45 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with\ connections, testing and commissioning etc. as required.Single pole |
| 46 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40A |
| 47 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm |
| 48 | Earthing with G.I. 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. |
| 49 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 50 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm dia |
| 51 | 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. 100 mm clamp |
| 52 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia |
| 53 | Painting with Deco Paint including Priming coat, Filling with Deco Putty And P.U Coat complete in all respect with an even shade over existing structure |
| 54 | Supply, fabrication and installation of minimum 3mm thick CNC-cut decorative MS sheet as per approved design/drawing, including cutting, welding, grinding. supports, brackets, fasteners and fixing. The work includes cleaning, anti-corrosive primer and approved copper-oxidised paint finish, along with all materials, labour, tools, machinery, transportation, erection |
| 55 | Base Preparation for artwork : Preparation & Finishing walls with Premium Acrylic Smooth exterior paint (Two or more coats ) with Silicone additives of required shade . Priming coat of premium exterior primer of reputed manufacturerof with high color fastness rating to withstand outdoor conditions is required to cover existing dark or bold color on the wall or to reseal an unpainted porous surface including ladders / scaffolding etc. complete as per directions of Engineer in charge.Upto a height of 3 metre |
| 56 | Artwork Generation & Art Painting : Recci, Designing , generating mockups and submission of Presentations in printed form with site specific details and challenges ( if any ) / via email for approval from design approval commitee to be in scope of the Agency . The Works should be designed considering the real time dimensions and scaling of the areas and locations identified. Painting of approved artwork by proffessional artists with Premium Acrylic Smooth exterior paint of required shades of reputed manufacturer with high color fastness rating to withstand outdoor conditions . Use of spray cans / Stainers of reputed manufacturer is allowed (with proper disposal mechanism of the same) including ladders / scaffolding etc. complete as per directions of Engineer in charge.Upto a height of 3 metre |
| 57 | Varnishing : Top Coat over artwork to preserve the life and also to provide the grace / required lusture with a protective layer for easy cleaning of the artworks . Prior test & observation on wall with thorough process to be done before application . Varnishing with varnish of approved brand and manufacture One or more coats as per recommendation of the paint manufacturer . Responsibility of chipping of artwork / flaking due to varnish will be of the agency including ladders / scaffolding etc. complete as per directions of Engineer in charge.Upto a height of 3 metre |
| 58 | Supply & fixing of 4 mm thick ACP sheet for ceiling corners, MS column and window sill up to glass level including all complete. |
| 59 | Supply & Fixing 10mm wpc cnc cutting letter with 3mm acrylic letter cut by laser installed on site as per required language (english or hindi both) . |
| 60 | Supplying, delivering, and fixing in position a hand-carved natural stone Shivling (height 2.0 ft to 3.0 ft including the Jaldhari/Pitham), made of superior quality durable natural stone (Black Granite / Narmada Marble), smooth-finished, free from cracks and defects, including safe packaging, freight, loading, unloading, crane/labour handling, and fixing over an RCC base with proper alignment and traditional binding material, complete in all respects as per direction of Engineer-in-charge |
| 61 | Supplying, delivering, and fixing in position a hand-carved natural stone Nandi idol (3.0 ft length × 2.0 ft to 3.0 ft height), made of matching natural stone, finely detailed, including safe packaging, transportation, unloading, site positioning using mechanical/manual hoist, and secure anchorage on the pedestal facing towards the Shivling, complete in all respects. |
| 62 | Supply of Cast iron-Grooved Mild steel combo ornamental pole as per attached drawing. The total height of the pole shall be 1800 mm nominal. The Pole is made out cast iron embellishments and Grooved mild steel tube with built-in control box at the bottom. A Control box accommodates a 6 amp MCB & 32 amp connector for mains connections. . The bottom part of the pole shall be upto 1235 mm height & 565 mm post top light is of 225mm bottam dia 4. mm thickness and top part shall be 60mm diameter &3.2mm thickness . Both the sections are shall be joined together by means of welded joints by using twin flanges. The Pole & cast iron embellishment shall be machined and polished properly to give it a smooth surface. The Cast iron- Grooved Mild steel combo pole shall be duly pretreated by shot blasting and sanding process and shall be painted/ Powder coated in Polyurethane/Polyester Coating as per Colour shade required by engineer in charge. The coating on the pole shall be baked in the oven at required temperature. The coating on the pole shall pass a minimum of 300 salt spray hours and shall have minimum 90 microns coating. The Mild Steel base plate of pole shall be 250mm x250mmx12 mm thick. foundastion and foundastion bolt including. Supplying Installation, Testing and Commissioning of Decorative post top light Die-cast aluminium housing, powder-coated finish, with inbuilt driver of 40-45 watt LED. The luminaire shall be IP66 protection also having silicon gasket between optical cover & LED chamber to ensure proper IP66 protection and impact resistance of IK 08. CRI>70, SDCM<5, THD<10%. as per IEC 61000-3, under voltage, over voltage protection, driver inbuilt surge protection of 4KV and external surge protection (SPD) of 10 KV common mode/differential mode, Driver Efficiency>85%,. Luminous System efficacy of >90 lm/W & LED Luminous Efficacy Lm/W)@85*C Junction Temperature >130 lm/W separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9. Fixture shall be suitable to operate at color temperature range -3000/4000/6000K. life time of LED at junction Temperature of 85 °C Based on LM-80 :50000 burning hours at 85 °C. Luminaire shall be conforming to BIS: (IS 10322) with dully R Number marked and shall be complete with all necessary accessories required for proper working of fixture including connection/inter connection with weather proof ISI Marked copper conductor of minimum size 1.5sqmm connection cables and accessories, Integral male/female water proof connectors IP 68 etc. tachanical data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer. |
| 63 | Supply, installation, testing & commissioning of LIGITT FIXTURE- Linear Wall Washer 20-25W, LED, Warm White (2700-4000K), IP 66, min 1 metre Iong, The housing in lisht weirht. made of hich strenoth aluminium and coated bv static powder making it weather resistant. Lens-Clear Uv-proteted polyearbonate, screen in ultra white tempered glass with high impact resistancc . High precision dial ensures precision angle adjust t with CRI>80 for the fixture IP66 rated.Rixture shall quipped with mechanical imnact of minimum IK08. of min 1000mm lensth Wcicht <4ko. to be installed with inctal cages. Power LED Mohule with hi gh efficacs LED's on Printed Circuit Board with metal core plate. Electronic Power Supply for LED Module.which offers Protection against Short Circuit, Over- Voltage &8 Over- Current, with in-built surge protection. Lens made of PC which should offer bcam angle of 30X60% as per site requirement. Estimated LED Lifetime is L30,00\\" hours min Fixture shall have auto-ranging input voltage for 120- 270 VAC.LM80 report fom L ED Manufacturer should be submitted. BIS certificate with Name of Manufacturer should be same as the brand proposed, test reports as per IS 10322 from NABL accredited/Intertck/UL lab should be submitted. Sample Should be bmitted for concerned engineer incharge for approval of icht fixture.The bidder shall gubmit the following certifications/reports for approval: product data sheets LM79-1P-IK-VIbruioq resislanee test reports from NABL aeeredto lab, llminence ‣ diagram, polar curve & LM80 report issued by LED manufacturer & RoHS Compliance along with CE certificate.. BIS Certification for Luminaircs & Drivers (Linear Wall washer 20-25W, WW) Including supply driver, with all inclusive on- site 5 years warranty ( repair/replacement within 3 days) and all complcte work |
| 64 | Supply. installation. testina & com ning of LIGHT FIXTURE -Spot Light 12-15 W, LED, Warm White (2700-4000K), IP 66. The housing in light weight, made of high strength die cast aluminium and coated by statie powder making it weather Projector Light 12-15 W, (resistant.Protection sereen in white tempered glass wilil high impact resistance. High precision dial ensures precision angle adjustment.Premium thermal managernent by high heat concuctivity aluinum alloy and thermal fins. the fixture IP66/1K08 rated. to be installed with metal cages. ( Power LED Module with hich efficacy LED's n Printed Circuit Board with metal core plate, Electronic Power Supply for LED Module,which offers Protection against Short Circuit, Over- Voltage & Over- Current, with in-built surge protection. Lens made of PC which should offer beam angle of 7-109/ as per site requiremcnt. Estimated LED Lifetimc is L70-50,000 hours mininum. LM80 report from LED Manufacturer urer should be samc as the brand proposed,test reports as per 1S 10322 ftom NABL accreditcd/Intertck/UL should be submitted. BIS certificate with Namc of Manufs lab should be submitted. Sample Should be submitted fosr concerned engincer incharge for approval of fight fix ture. The bidder shall submit the following certifications/reports for approval: product data sheets, LM79-1P-1K- Vibration resistance test reports from NABL accredited lab, illumninance diagram, polar curvc 8 LM80 report issucd by LED manufacturer &2 RoHS Compliance along with CE eertificate, BIS Certification for Luminaires & Drivers(Spot Light 12-15W) |
| 65 | Supply, Instalation, Testing and Commissioning of LED Warn White Floodlight Luminaire for Facade lighting with die cast aluminium housing with powder coating of wattige 50-55W with suitable hood for asymmctric distribution to be installed with metal cages The beam angle of the fixture shall be 30 dee The luminaire shall have high optical efficiency , anti aging and anti UV PMMA PC lenses . Luminaire shall be complete with driver and capable of operating at tine voltage without any separate power supply from 120 to 270 V AC, 50 Hz. power factor > 0.9. High power LED 's shall be SMD typc and fixture shall have systcm efficacy at System level (Not LPW, Life of fixture (lncluding Driver): S0K Hrs. a 1.70 Lumeh maintenansei Ss °C Ambient Chip Level) > Temperaturc. CRI2 70 at 3000K., PF >0,90 & THD<20%, minimum Tntema Supe Protection 4KV, 20 kV must be having IF 66 & IK 0 Impact rating & Approbation-CE along with IEC extemna] surge protector Classification Class I, RottS Fixture shall be suitable to operate at ambient temperature range of -10\\"C to +50\\"C. ^rcports for approva: nroduct data sheets LM79-IP-IK- The bidder shall submnit the following certification LMBO report Vibration resistance test reports from NABL accredited lab illuminance diagram polar curve issued by LED manufacturer & RoHS Compliance along with CE certificate , BIS Certification for Luminaires & Drivers Projector Light |
| 66 | Supply and laying of 4.0 sq,. mm x 3 core ISI marked, FRIS PVC insulated , core copper conductor cable in exising concuits wvith proper connections, glands, etc |
| 67 | Supply and laying of one no UnArmoured PVC. insulatod and PVC sheathed / XLPE power cablc of 1.1 KV grade of following sizo Sunolv and Laving of one number 4 core x16 q mm Al direct in ground or pipc or trench as required including excavation, sand cushic vcring and refilling the trench ctc as required |
| 68 | Supply and fixing IP 67 weatherproof box for Power Supply with cable glands at input and output of the box , sizc of the box should be sufficient to accom modate the power supply of the fixturesMR |
| 69 | Supply. installation, testing and comt sioning of 1P68 water proof connectors for power and data connections |
| 70 | Supply and fixing 25mm MS grey box conduit ISl marked FRLS along witl the accessories in concealed system cts. as sequired. The colour to be matched with the bridge texture |
| 71 | Transportation of suitable truck mounted ODEX/DTH drilling rig machine with all necessary accessories connecting T&P required for drilling and erection of rig including leveling etc. complete in all respect as per direction of Engineer In charge for installation of hand pump. |
| 72 | Drilling of bores as per IS: 2800-1979 using ODEX-115 (TUBEX) attachment required for drilling in alluvial, boulder, pebbles, gravel, rocky stone, sticky clay etc. including cost of attachments, consumable stores, bit, water, POL etc. complete with system of simultaneous lowering of 125 mm nominal bore, 5.4 mm thick MSERW Fincut casing pipe which will be welded together using 2.5 mm or 3.25 mm dia electrodes with plain ends and other end champhared to 500 removing paint on the area to be welded inclusive of the cost of biodegradable and nontoxic from flush etc. excluding cost of MSERW casing pipe, casing shoe and bit tube as per requirement of ODEX complete in all respect as per the direction of Engineer Incharge |
| 73 | Supplying, assembling, lowering and fixing in vertical position in bore well, MS ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.40 mm |
| 74 | Supplying, assembling, lowering and fixing in vertical position in bore well, MS ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire &\ labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia |
| 75 | Supply of suitable casing shoe of EN 24 steel as per requirement of ODEX attachment etc. complete in all respect or as per direction of Engineer Incharge |
| 76 | 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. |
| 77 | Development of tube well / bore well and discharge testing by continuous over-pumping using suitable compressor/OP unit along with standard 90° V-Notch tank, including installation, dismantling, measurement of yield, draw-down, recuperation rate, and disinfection complete in all respects as per IS: 2800-1979 and direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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