Tender For Restoration Work At Bheelo Ka Darwaja,Jaipuria Kund,Nahar Dhus Ki Bavadi
Tender Value
1.06 Crore
Estimated cost
Bid Submission
02 Nov 2026
10 days left
EMD
2.13 Lakhs
Bank guarantee accepted
Document Fee
7500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bundi → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Work At Bheelo Ka Darwaja,Jaipuria Kund,Nahar Dhus Ki Bavadi
BOQ
| Sl. No. | Item Description |
| 1 | RESTORATION WORK AT BHEELO KA DARWAJA |
| 2 | Clearance |
| 3 | De-vegetation from monument by removing bushes, trees includingcomplete uprooting from the wall & roofs/structures carefullyincluding suitable chemical treatment to roots to avoid further growthincluding disposal of rubbish with in 50 mtr. Lead as per direction ofEngineer in-charge.Front side wall40 % of total wall area to be repair |
| 4 | Repairing work |
| 5 | Scraping & Removing of white wash/ distemper/algli etc. from plain plaster & surfaces gently with care to keep intact the old designs.Front side wall |
| 6 | Tuman masonry by brick bats/ stones in grinded mortar of LimeSurkhi mortar 1:2/lime sand mortar 1:2 including racking andremoval of all old loose plaster and cleaning the wall surfaceproperly as per direction of Engineer In-charge. |
| 7 | Providing and fixing fine dressed sand stone/approved stone Traditional work as per existing matching geometrical design including moulding work with fine finishing, fixing with thambli by proper adhesive and white cement with pigment including making groove etc. complete in all respect |
| 8 | P & L Lime Surkhi Plaster lime surkhi mortar 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional practice (by grinding) in specified course for base coarse and subsequent course & Loi, tamping, beating, curing till the shrinkage cracks are disappear. The work is to be done with all lead as the work is of restoration nature as per Jaipur practice including adding gur, methi & gugal on old walls including removal of all old loose and decade plaster, each coat to be done after 3 days of previous coat. 33 mm thick in four coatsFront side wall50% of total |
| 9 | Flush and ruled pointing over joints of dressed stone cladding,chajjas, jali etc. including racking the joints as per traditionalpractice including all leads and lifts with grinded mortar of lime putty and surkhi mixed in 1:2 ratio and gur, methi, gugal etc. are to be mixed as per traditional practice.Front side wall50 % of total wall area to be repair |
| 10 | 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 required duration 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 required locations 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 payment purpose .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.)Front side |
| 11 | Construction of \\"Kangoora\\" with stone masonary in grinded Lime surkhi/ sand mortar 1:2 on fort wall as per existing matching & traditional practice including making holes and teerkash etc. matching with existing work complete in all respect including all scaffolding with all lead and lift.On top of wallFront side wallGate portionArc wallBack side wallGate portion |
| 12 | Crack filling in masonary walls with grinded masaldar lime surkhi mortar 1:2 (adding gugal, gugal, methi, belgiri ) including cleaning the crack properly complete in all respect |
| 13 | Crack thickness above 50mm and upto 100mm (average) |
| 14 | Repairing work |
| 15 | Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with grinding mill/manually on lime base, on ceiling and all flat surface in two coats. First coat applying 3 mm to 4 mm thick and curing properly at least 7 days, second finishing coat done after 7 days of previous coat as per traditional practice.(thickness not more than 6 mm.) |
| 16 | P &L of lP66 protected high power high power LED linear flood light system. Fixture made of powder coated extruded aluminium housing with UV stabilized PC/toughened glass cover and appropriate lens to be used to achieve various beam angle pattern. fixture suitable for input 12vDC, power consumption should be 6W/0.5A per feet with system CRI- 70, color red/ green / blue/ /RGB /W/WW. the fixture must have IP66 protected 5mm Round female connector for input, the fixture must have provision to extend further . system life of 50000burning hours with 70% of initial lumens maintained . light output in red, green, blue, cool, white or warm white colour as per requirement. fixtures shall be CE complete series of linear flood light. |
| 17 | Linear LED Strip 2 Feet (with Driver) |
| 18 | Supply, Installation, Testing and Commissioning of Spike Light with 10 Degree Beam Deflection and 3000 K CCT. |
| 19 | 12 Watt |
| 20 | P & F of IP68, IK10 protected LED Buried marker light /Step Light Fixture. Fixture made of powder coated die cast aluminium with Toughened Glass cover and appropriate beam angle lens to be used as per requirement. The System level Luminous efficacy must be >90 Lumen/W. High Power LEDs at 1W/2W per LED. The driving current should be Minimum 350 mA per LED. CRI>70, CCT: 3000/6500 K. The integral SMPS based electronic driver must be constant current and surge protection of min. 4KV(L-N) and efficiency >85%, PF>0.9 and input Voltage range of 90-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained. Light should include quick connecting cable coupled with various mounting accessories. Light output in Cool white or Warm White Colour as per engineers choice. Fixture must be in compliance with IS/CE Standards. |
| 21 | Burial Light - 5W |
| 22 | 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 |
| 23 | 1 x 1.5 sq.mm |
| 24 | 2 x 2.5 sq. mm. + 1x1.5sqmm |
| 25 | 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 refer Annexure 'A' attached with this BSR |
| 26 | Single pole MCB (With B/C curve tripping Characteristics) |
| 27 | 6 A to 32 A rating |
| 28 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, 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 refer Annexure 'A' attached with this BSR |
| 29 | 6.0 Sq. mm x 4 core |
| 30 | P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class 750 N, Externally corrugated and having smooth surface inside with HDPE Coupler, Elbow, Tee at required Depth below the ground for laying cable of following Nominal Outer dia. MFR Test report from NABL accrediated is to be submitted.(Excavation of Earth & Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 31 | 63 mm |
| 32 | Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 33 | Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 8 SWG G.I. ( Hot Dipped ) Wire |
| 34 | 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:- |
| 35 | (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 |
| 36 | (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. |
| 37 | [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 ) |
| 38 | (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. |
| 39 | (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 teeconnections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. |
| 40 | (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra ) |
| 41 | (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. |
| 42 | (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/ |
| 43 | De-vegetation from monument by removing bushes, trees includingcomplete uprooting from the wall & roofs/structures carefullyincluding suitable chemical treatment to roots to avoid further growthincluding disposal of rubbish with in 50 mtr. Lead as per direction ofEngineer in-charge. |
| 44 | Front side wall / Back side wallGate portionArc wallsides wallGate portionSubstract for widows / doorsGround floor DoorsFirst floor WindowsSecond floor Windows Front/backSecond floor Windows Sides wallBOUNDARYGround First levelSecond levelOut side boundary wall20 % of total wall area to be repair |
| 45 | Repairing work |
| 46 | Scraping & Removing of white wash/ distemper/algli etc. from plain plaster & surfaces gently with care to keep intact the old designs. |
| 47 | Front side wall / Back side wallGate portionArc wallsides wallGate portionSubstract for widows / doorsGround floor DoorsFirst floor WindowsSecond floor Windows Front/backSecond floor Windows Sides wallBOUNDARYGround LevelFirst LevelSecond LevelOut side boundary wall |
| 48 | Tuman masonry by brick bats/ stones in grinded mortar of LimeSurkhi mortar 1:2/lime sand mortar 1:2 including racking andremoval of all old loose plaster and cleaning the wall surfaceproperly as per direction of Engineer In-charge.sqm qty from item no 1 30 % of total wall area to be repair |
| 49 | Random Rubble stone masonary for superstructure, 4.50mtr. Height above plinth level/ one storey height above 30cm. thick walls in : Lime surkhi mortar 1:2 ( 1 Lime putty : 2 Surkhi including adding admixture like gur, methi etc. in mortar.)sqm qty from item no 1 |
| 50 | P & L Lime Surkhi Plaster lime surkhi mortar 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional practice (by grinding) in specified course for base coarse and subsequent course & Loi, tamping, beating, curing till the shrinkage cracks are disappear. The work is to be done with all lead as the work is of restoration nature as per Jaipur practice including adding gur, methi & gugal on old walls including removal of all old loose and decade plaster, each coat to be done after 3 days of previous coat. |
| 51 | 33 mm thick in four coats |
| 52 | Front side wall / Back side wallGate portionArc wallsides wallGate portionSubstract for widows / doorsGround floor DoorsFirst floor WindowsSecond floor Windows Front/backSecond floor Windows Sides wallBOUNDARYGround LevelFirst LevelSecond LevelOut side boundary wall20% |
| 53 | Flush and ruled pointing over joints of dressed stone cladding,chajjas, jali etc. including racking the joints as per traditionalpractice including all leads and lifts with grinded mortar of lime putty and surkhi mixed in 1:2 ratio and gur, methi, gugal etc. are to be mixed as per traditional practice. |
| 54 | Front side wall / Back side wallGate portionArc wallsides wallGate portionSubstract for widows / doorsGround floor DoorsFirst floor WindowsSecond floor Windows Front/backSecond floor Windows Sides wallBOUNDARYGround LevelFirst LevelSecond LevelOut side boundary wallROOFGate portion50 % of total wall area to be repair |
| 55 | 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 required duration 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 required locations 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 payment purpose .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.) |
| 56 | Front side wall / Back side wallGate portionSideGate portionBOUNDARYGround LevelFirst LevelSecond LevelOut side boundary wall75% |
| 57 | Providing and fixing fine dressed \\"sand stone flooring \\" with white sand stone (Bansh paharpur/dholpur stone) (panji marked surface) machine cut of approved shade set in pattern over 30mm thick base of lime surkhi mortar 1:2 including jointing finished flush with lime putty and stone powder with an admixture of pigment as per direction of Engineer incharge. stone size and quality will as per approved by engineer incharge |
| 58 | FLOORING |
| 59 | Gound levelFirst levelSecond level |
| 60 | Providing & fixing fine dressed machine cut sand stone Stone steps (Treads & risers) with round nising as per existing matching fixing in lime surkhi mortar 1:2 including pointing in lime cream and stone dust 1:1 with an admixture (50mm to 60mm thick) as per approved by engineer incharge |
| 61 | STEPS |
| 62 | Trade 1RiserTrade 2Riser trade 3RiserTrade 4riserTrade 5riserTrade 6riser50 % of total area to be repair |
| 63 | 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. |
| 64 | Two or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm. |
| 65 | RESTORATION WORK AT NAHAR DHUS KI BAVADI |
| 66 | Clearance |
| 67 | De-vegetation from monument by removing bushes, trees includingcomplete uprooting from the wall & roofs/structures carefullyincluding suitable chemical treatment to roots to avoid further growthincluding disposal of rubbish with in 50 mtr. Lead as per direction ofEngineer in-charge.10 % of total wall area to be repair |
| 68 | Repairing work |
| 69 | Scraping & Removing of white wash/ distemper/algli etc. from plain plaster & surfaces gently with care to keep intact the old designs. |
| 70 | GATE LS |
| 71 | Tuman masonry by brick bats/ stones in grinded mortar of LimeSurkhi mortar 1:2/lime sand mortar 1:2 including racking andremoval of all old loose plaster and cleaning the wall surfaceproperly as per direction of Engineer In-charge.sqm qty from item no 1 25 % of total wall area to be repair |
| 72 | P & L Lime Surkhi Plaster lime surkhi mortar 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional practice (by grinding) in specified course for base coarse and subsequent course & Loi, tamping, beating, curing till the shrinkage cracks are disappear. The work is to be done with all lead as the work is of restoration nature as per Jaipur practice including adding gur, methi & gugal on old walls including removal of all old loose and decade plaster, each coat to be done after 3 days of previous coat. |
| 73 | 33 mm thick in four coats |
| 74 | Flush and ruled pointing over joints of dressed stone cladding,chajjas, jali etc. including racking the joints as per traditionalpractice including all leads and lifts with grinded mortar of lime putty and surkhi mixed in 1:2 ratio and gur, methi, gugal etc. are to be mixed as per traditional practice. |
| 75 | 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 required duration 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 required locations 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 payment purpose .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.) |
| 76 | Providing and fixing fine dressed \\"sand stone flooring \\" with white sand stone (Bansh paharpur/dholpur stone) (panji marked surface) machine cut of approved shade set in pattern over 30mm thick base of lime surkhi mortar 1:2 including jointing finished flush with lime putty and stone powder with an admixture of pigment as per direction of Engineer incharge. stone size and quality will be as per approved by engineer incharge. |
| 77 | FLOORING |
| 78 | Gound levelFirst levelSecond level50 % of total wall area to be repair |
| 79 | Providing & fixing fine dressed machine cut sand stone Stone steps (Treads & risers) with round nising as per existing matching fixing in lime surkhi mortar 1:2 including pointing in lime cream and stone dust 1:1 with an admixture (50mm to 60mm thick) stone size and quality will be as per approved by engineer incharge. |
| 80 | STEPS |
| 81 | Trade 1RiserTrade 2Riser trade 3Riser40 % of total wall area to be repair |
| 82 | 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. |
| 83 | Providing and Fixing fine dressed sand stone /approved stone \\"Kamanidar Chajja\\" for chattries and jharokas with fine dressed surface both sides and front edges should be round shape/moulding, fixing of chajja in semicircular shape in elevation 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 100mm on fixing end) exposed surface is to be measured only. |
| 84 | Random Rubble stone masonary for superstructure, 4.50mtr. Height above plinth level/ one storey height above 30cm. thick walls in : Lime surkhi mortar 1:2 ( 1 Lime putty : 2 Surkhi including adding admixture like gur, methi etc. in mortar.) |
| 85 | sqm qty from item no 1 |
| 86 | Crack filling in masonary walls with grinded masaldar lime surkhi mortar 1:2 (adding gugal, gugal, methi, belgiri ) including cleaning the crack properly complete in all respect |
| 87 | Crack thickness above 50mm and upto 100mm (average) |
| 88 | Repairing work |
| 89 | Providing and fixing fine dressed sand stone/approved stone Traditional work as per existing matching geometrical design including moulding work with fine finishing, fixing with thambli by proper adhesive and white cement with pigment including making groove etc. complete in all respect |
| 90 | Supplying and stacking good earth at site of work.Note: 1) Loading, unloading and carriage to be paid extra as peractual lead.2) Earth measured in stacks will be reduced by 20% foe payment |
| 91 | P &L of lP66 protected high power high power LED linear flood light system. Fixture made of powder coated extruded aluminium housing with UV stabilized PC/toughened glass cover and appropriate lens to be used to achieve various beam angle pattern. fixture suitable for input 12vDC, power consumption should be 6W/0.5A per feet with system CRI- 70, color red/ green / blue/ /RGB /W/WW. the fixture must have IP66 protected 5mm Round female connector for input, the fixture must have provision to extend further . system life of 50000burning hours with 70% of initial lumens maintained . light output in red, green, blue, cool, white or warm white colour as per requirement. fixtures shall be CE complete series of linear flood light. |
| 92 | Linear LED Strip 2 Feet (with Driver) |
| 93 | Supply, Installation, Testing and Commissioning of Spike Light with 10 Degree Beam Deflection and 3000 K CCT. |
| 94 | 12 Watt |
| 95 | P & F of IP68, IK10 protected LED Buried marker light /Step Light Fixture. Fixture made of powder coated die cast aluminium with Toughened Glass cover and appropriate beam angle lens to be used as per requirement. The System level Luminous efficacy must be >90 Lumen/W. High Power LEDs at 1W/2W per LED. The driving current should be Minimum 350 mA per LED. CRI>70, CCT: 3000/6500 K. The integral SMPS based electronic driver must be constant current and surge protection of min. 4KV(L-N) and efficiency >85%, PF>0.9 and input Voltage range of 90-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained. Light should include quick connecting cable coupled with various mounting accessories. Light output in Cool white or Warm White Colour as per engineers choice. Fixture must be in compliance with IS/CE Standards. |
| 96 | Burial Light - 5W |
| 97 | 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 |
| 98 | 1 x 1.5 sq.mm |
| 99 | 2 x 2.5 sq. mm. + 1x1.5sqmm |
| 100 | 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 refer Annexure 'A' attached with this BSR |
| 101 | Single pole MCB (With B/C curve tripping Characteristics) |
| 102 | 6 A to 32 A rating |
| 103 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, 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 refer Annexure 'A' attached with this BSR |
| 104 | 6.0 Sq. mm x 4 core |
| 105 | P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class 750 N, Externally corrugated and having smooth surface inside with HDPE Coupler, Elbow, Tee at required Depth below the ground for laying cable of following Nominal Outer dia. MFR Test report from NABL accrediated is to be submitted.(Excavation of Earth & Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 106 | 63 mm |
| 107 | Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 108 | Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 8 SWG G.I. ( Hot Dipped ) Wire |
| 109 | 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:- |
| 110 | (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 |
| 111 | (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. |
| 112 | [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 ) |
| 113 | (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. |
| 114 | (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 teeconnections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. |
| 115 | (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra ) |
| 116 | (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. |
| 117 | (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/ Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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