Tender For Conservation, Restoration And Development Works At Ramanand Ji Ki Chhatrie, Jhalawar
Tender Value
89.94 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
5 days left
EMD
1.79 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Conservation, Restoration And Development Works At Ramanand Ji Ki Chhatrie, Jhalawar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Sep-2026 | Corrigendum | Fee | 08-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 2 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 3 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 4 | Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 75 mm thick |
| 5 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 6 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand |
| 7 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 8 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 9 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix |
| 10 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 11 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : |
| 12 | Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 13 | Arches, domes, vaults etc. up to 6 Mtr span. |
| 14 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 15 | Columns, pillars, posts and struts etc. |
| 16 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) |
| 17 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :12mm thick . |
| 18 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats) |
| 19 | Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision New Work |
| 20 | Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10m height with 20 to 30 mm thick Red Sand Stone (Karauli ) and backing filled with a grout of 12mm 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 by means of cramps which shall be paid separately)Exposed face machine cut |
| 21 | Providing and fixing Stone jali 40mm thick Red/Pink sand stone 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 patterns to be cut square to jali slab without any chamfers etc: |
| 22 | Fine dressed & machine cut edges 30-35 mm thicksand stone flooring over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of EI.Mandana stone |
| 23 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 24 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever required. |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 26 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 27 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with olvent cement rubber ring and lubricant.110 mm dia |
| 28 | Demolishing stone rubble masonry 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. |
| 29 | Carriage of Earth, Sand, Lime, Morrum manure or sludgewith in a lead of 1.00 km |
| 30 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story height made with 40mm dia. M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the requiredduration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at requiredlocations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in charge .The elevational area of the scaffolding shall be measured for paymentpurpose .The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially . necessary deduction for scaffolding in the existing item to be done.) |
| 31 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 32 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 33 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyound 120 cm girth upto including 240 cm girth |
| 34 | Supply & Planting of shady plants ( Neem. Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities:- |
| 35 | Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. |
| 36 | Supply of plant at site of two years of age & height more than 1.50 Mtr. |
| 37 | Supply of dry manure(Farm yard manure organic) |
| 38 | Supply of Insecticides. |
| 39 | Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 Liter per plant after planting |
| 40 | Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter above ground and 0.20 meterr below ground. Bottom two courses laid dry and top three couses in cement mortar 1:6 ( 1 Cement : 6 Sand) and the intermediate courseses being in dry honey comb masonry. As per design complete. |
| 41 | Watering to plants |
| 42 | Maintance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. & security. If the plant die during maintence contractor has to rplace same heingh plant at his own cost. |
| 43 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick . |
| 44 | Stucco work in lime, Surkhi, mortar (1:2) as per existingdesign work/ traditional practices by skilled craftsman,the stucco work should be done as per restoration nature, the mortar should be prepared by grinding mill adding gur,methi & gugal.. The thickness varies from 50mm to 100mm as per the design. |
| 45 | Chemical treatment of sand stone to clean from yellowness, blackness, growth, dust, dirt oily accretions, lime and gypsum deposits, filling of cracks/ joining of gaps/ pointing, strengthening of weak stone, removal of salt effect and application of preservative coating to prevent algae growth and make the stone water proof. |
| 46 | Khamira Colour Washing as per old traditional practice to prepare the Khamira the lime should be slaked at least for 7-10 days and regularly it should be stirred by adding cured, Gugal, for non-synthetic colour adding gum (babool gum) as per specification.Then applying prepared solution on walls three to four thin coats as desired finishing. |
| 47 | De-vegetation from monument by removing bushes, trees including complete uprooting from the wall & roofs/structures carefully including sutaible chemical treatment to roots to avoid further growth including disposal of rubbish with in 50mtr. Lead as per direction of Engineer incharge. |
| 48 | Vaulted roofing (Ladao) with grinded lime sand/Surkhi mortar prepared as per traditional practice including centering shuttering (Dhoola) the layer of lime mortar and brick bats/stone should 25 cm thick and each layer should be done after 1 week complete with top finishing. |
| 49 | Propping with steel to support the leaned structure ( roof and wall) using pipes, channels, angles, girders , wooden wages to prevent further leaning/ collapse ,mode of measurement( 1.the plan area of the propping shall be for payment purpose. 2. the payment will be made once only for execution of all item such work. ) |
| 50 | Providing and fixing fine dressed sand stone \\" Gardana of sand Stone \\" on top of the wall at varandha as per existing matching , fixing in grinded lime surkhi mortar 1:2 including pointing in cream and stone powder 1:1 with an admixture of pigment to match the shade of stone complete in all respect. above 100 mm to 150 mm thick plain with fine dressing. |
| 51 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work. |
| 52 | Medium point (up to 6 mtr.) |
| 53 | Long point (up to 10 mtr.) |
| 54 | Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's ISI marked (IS:3419-1988)accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal, 10 A modular switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work. |
| 55 | On board |
| 56 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work. |
| 57 | 20 mm |
| 58 | 25 mm |
| 59 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 60 | 3x 1.5 sq.mm |
| 61 | 2 x 2.5 sq. mm. + 1x1.5sqmm |
| 62 | 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. |
| 63 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work. |
| 64 | Single pole MCB (With B/C curve tripping Characteristics) |
| 65 | 6 A to 32 A rating |
| 66 | Double pole MCB(With B/C curve tripping Characteristics) |
| 67 | 6 A to 32 A rating |
| 68 | Four pole MCB (With B/C curve tripping Characteristics) |
| 69 | 6 A to 32 A rating |
| 70 | Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost of ISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification of Wiring accessories refer Chapter E - 07 related item & For additional technical parameters of product / work. |
| 71 | Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tube including side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. |
| 72 | Suitable for 4' LED Tube shape fixture for single rod |
| 73 | Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) |
| 74 | Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. 300 mm sweep |
| 75 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, round / flat strip armouring, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work. 10.0 Sq. mm 4 Core |
| 76 | SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:- |
| 77 | (a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided |
| 78 | (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. |
| 79 | [c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main busbar and Switchgear is to be Paid Extra ) |
| 80 | (d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. |
| 81 | (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. |
| 82 | (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra ) |
| 83 | (g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. |
| 84 | (h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. |
| 85 | Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. |
| 86 | Electrolytic grade (Cu-ETP) Tin Coated annealed copper bus bars IACS 100% grade |
| 87 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. Poles with Octagonal Cross Section. 3 Mtr. |
| 88 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. A) Excavation of Pit for Foundation Size upto required depth from Ground level. B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness. D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal. F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. |
| 89 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. LED Street Light fixture with Minimum lumen output 15000 lm |
| 90 | Site clearance by uprooting of trunk vegetation, bush, wood, trees and sapplings of girth upto 15cms and disposal of rubbish with in 50mtr. Including leveling and dressing of ground as per direction of Engineer incharge. |
| 91 | Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with grinding mill/manually (on lime surkhi/sand plaster base) on decorative/ornamental lime plaster in two coats.First coat applying 3mm to 4mm thick and curing properly at least 7 days,second finishing coat done after 7days of previous coat as per traditional practice.(thickness not more than 6 mm.) |
| 92 | Providing and fixing fine dressed sand stone / approved stone \\"Chajja\\" for palaces, chattries, forts and jharokas with fine dressed surface both sides and front edges should be round shape/moulding, fixing in grinded lime surkhi mortar 1:2 joint flush with proper adhesive with pigment to match the shade of stone (thickness of chajja on front edge 50mm and 75mm on fixing end) exposed surface is to be measured only |
| 93 | Providing and fixing \\"Stone Kalasha\\" as per existing matching on doms od chattries/jharokhas as per existing design & dimensions as per traditional practices, fixing of kalash carefully without damaging the doms complete in all respect.Sand stone/approved stone Kalasha |
| 94 | Kalasha height.(exposed part) 90cm. to 100cm. |
| 95 | Steel-rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless steel rods of 90cms length of which 15cm on either side and cold bending at 90degrees. The stainless steel clamps to be fixed perpendicular to the crack by drilling in stone and fixing with cement and aradite mixture in such a way that the entire length of the rod is in complete contact of the stone and the bent ends are fully inserted in the cracked stone. Use 316 grade stainless steel charge per hole.steel rod charges are counted per kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per requirement of position. |
| 96 | Making Gardana under ceiling/ chajja with katla stone and grinded Lime surkhi mortar 1:2 including moulding work and fine finishing with grinded Lime surkhi mortar 1:2 as per existing matching/ traditional practice completev in all respect;.Size Size 25cm X 25cm. |
| 97 | Removing/ dismambering of disturbed \\"Architectural Parts\\" of \\"Shikhar\\" (Varandika, venukosha, Bhumi, Amalaka, Laghu Shikhar, Urushringa, Skandha, Griva, Amalasaraka, Chandrika, Kalasha ) without damaging the parts by machenical/manual system carefully with proper marking and complete documentation including all scaffolding and shuttering work, stacking the useful architectural parts in proper sequence at proper place as per direction of Engineer incharge (for all lead and lift.) |
| 98 | Refixing of existing \\"Architectural Parts\\" of \\"Shikhar\\" (Varandika, venukosha, Bhumi, Amalaka, Laghu Shikhar, Urushringa, Skandha, Griva, Amalasaraka, Chandrika, Kalasha ) as per temple architecture without damaging the parts by machenical/manual system carefully with proper order and sequence including all scaffolding and shuttering work as per direction of Engineer incharge (for all lead and lift.) |
| 99 | Providing and fixing solid stone (Pillar/ Lintel and Arch) and \\"Architectural Parts\\" of \\"Shikhar\\" (Varandika, venukosha, Bhumi, Amalaka, Laghu Shikhar, Urushringa, Skandha, Griva, Amalasaraka, Chandrika, Kalasha ) having carving work as per temple architecture, fixing by machenical/manual system carefully with proper order and sequence as per ornamental design/Drawing, approved quarry with moulding work as per architecture complete with proper adhesive /clips/ Cramps, pins etc. All Inclusive of transportation, loading & fixing Stone and design shall be got approved by the authority before start of work All work shall be done as par direction and satisfaction of authority, including all scaffolding and shuttering work as per direction of Engineer incharge (for all lead and lift.) |
| 100 | Providing & fixing \\"ornamental stone cladding\\" of approved sand stone with dressing complete as per existing design/pattern/approved design,fixing with 20mm thickgrinded Cement sand Mortar 1 : 3 (1 cement : 3 sand) & pointing with white cement with araldite and pigment to match shade the stone complete in all respect as per direction of Engineer incharge.(75mm thick |
| 101 | Providing, carving and Fixing of interpretive signages in Bansi paharpur stone of size 1000x1300x50 mm on inclined plane .Engraving,painting of letters as per drawing and design. The signage stone shall be fixed on the post of same stone of size 300x 300 x 1050 above ground and 1/3 of total height of post shall be embedded in ground with necessary earthwork and concreting etc. complete as per details and drawings and as directed by the engineer in charge. |
| 102 | Supplying & fixing fine dressed sand \\"STONE DUSTBIN\\" as per traditional design made of dholpur -white / Banshi paharpur / Sarmathura/ Budhpura stone as per approved design (size of dustbin inner dia 50cm , outer dia 65 cm & inner depth 67 cm, outer height 75 cm.) including top rim with moulding work as per approved design inside removable S S steel Bucket for cleaning purpose ,complete in all respect. |
| 103 | Providing & Placing Garden Bench of size 1.8 m X 0.45 m X 0.75 m made out of M.S. Rectangular hollow Section with cast iron hand rest on both side as per drawing & design (weight 100kg) complete in all respect. |
| 104 | Providing & fixing of white marble standing Statue ( shree Ramanand Ji ) height 165 to 180 Cm per direction of Engineer - In - charge |
| 105 | Providing & fixing of white marble sitting Statue ( shree Pipanand Ji ) height 75 to 90 Cm per direction of Engineer - In - charge |
| 106 | P&F Inaugration granite stone with engraving letter as per specification including all respect as per EI. |
| 107 | Tour Taxi (I.e. Sedan type four wheeler & four seater) Jaipur to site and return including toll tax, driver expenses( food, night stay misc. including GST and other taxes and charges. |
| 108 | Providing and Fixing \\"Cobbles\\" 100mm thick on path way / open court yards over 40mm thick cement sand mortar 1:3, including keeping 10mm joint between cobbles filled with cement sand mortar 1:3 complete in all respects. The mortar should remain recessed by 5mm from the top surface of the cobble stone. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 08, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysTender Documents
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