Tender For Provision Of Certain Special Repair Works Of Certain Units Under Ge(A) Jamnagar.
Tender Value
36.88 Lakhs
Estimated cost
Bid Submission
29 Aug 2026
6 days left
EMD
73760
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jamnagar → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provision Of Certain Special Repair Works Of Certain Units Under Ge(A) Jamnagar.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Aug-2026 | AMENDMENT TO BOQ | BOQ | 29-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Taking down all existing roof treatment incl wire brushing and washing down with water cleaning loose dust etc from surfaces of RCC roof incl flashing and juntion of parapet complete all as specified and as directed. |
| 2 | Demolition of cement concrete (un-reinforced) in any position not otherwise specifically provided complete all as specified and as directed. |
| 3 | M&L of cutting out cracks to V-section in existing roofs or terracing , cleaning out ,wetting ,grouting with cement and sand slurry 1:3 complete all as specified and as directed. |
| 4 | M&L Average 25mm thk Cement concrete type B-0, 1:2:4 (Using 12.5mm graded stone aggregate) as in levelling course/padding/coving & pedastal of water tank with slope 1:40 all as directed |
| 5 | M&L 10 mm thick plaster in CM (1:3) mixed with waterproofing compound on padding layer for roof treatment all as directed and as specified by Engr-in- Charage. (Note :- WPC shall be measured and paid seperately on supply only.) |
| 6 | Supply only liquid waterproofing compound complete all as specified and as directed. |
| 7 | M & L for applying roof treatment on top of roof with APP modified membrane (minimum 3mm thick) weight not less than 3.00 kg /sqm and reinforced with non-woven polyster reinforcement with thermal insulation with polythene finish on upper side of membrane ,laid by torch application method with overlaps 150mm on length side and100mm on the width side as per manufactures instructions over a coat of approved cold applied bituminous oil based primer @300gm/sqm and applying two coats of aluminium paint 0.20lit/sqm complete all as specified and as directed by Engineer -in-Charge. |
| 8 | Dismantling of floor,hearth or wall tiling including cement mortar bedding (but not backing) removing servicable tiles to store and rubbish off premises complete all as specified and as directed. |
| 9 | Machine cut kota stone slab flooring 20-25mm thick over 20 mm thick CM 1:4 bedding layer laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as specified |
| 10 | M&L for Machine cut kota stone slab 20-25 mm thick in riser of step ,skirting, dado,vertical partition and pillar laid over cement screed etc, piece machine polished laid over and jointed in cement slurry and pointed in grey cement and pigment to match the colour of slab,10mm thick rendering as in backing coat for skirting/dado in CM (1:3) with on wall surfaces complete as specified . |
| 11 | S&F Coloured Vitrified tiles 10 mm thick (square/rectangular) polished area of each tiles n exc 0.36 sqm in floors set and jointed in neat cement slurry and pointed in white or coloured cement to match in light shade including 15 mm thick screed bed in CM 1:4 complete all as specified and as directed. |
| 12 | S&F Coloured Vitrified tiles 10 mm thick (square/rectangular) polished area of each tiles n exc 0.36 sqm in skirting set and jointed in neat cement slurry and pointed in white or coloured cement to match in light shade including 10 mm thick plaster in CM 1:3 complete all as specified and as directed. |
| 13 | M & L Non skid coloured ceramic tiles 7-8mm thick area of each tiles exceeding .18 Sqm but not exceeding .38 Sqm, in floors etc. set and jointed in neat cement slurry mixed with water proofing liquid compound and pointed in white or coloured grouting chemical to match , over 15mm thick screed bed in CM 1:6(Make: Somany/Johnson/Orient Bell or equivalent) |
| 14 | M&L Glazed ceramic coloured designer tiles in vertical surface 450x300x7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match 0ver 10mm thick plaster in cement mortar (1:3) complete all as specified and as directed.(Make: Somany/Johnson/Orient Bell or equivalent) |
| 15 | Taking down chowkats or frames with shutters (without taking off shutters from the frame) each area exc 1.5 sqm but n.exc 4.0 sqm all as specified and as directed. |
| 16 | Taking down chowkats or frames with shutters (without taking off shutters from the frame) each area n.exc 1.5 sqm all as specified and as directed. |
| 17 | Taking down shutters of any description exc 1 sqm but n exc 2 sqm as directed by engineer in charge |
| 18 | Taking down shutters of any description exc 1 sqm but n exc 2 sqm and refixing after easing and adjusting in size as required to site complete all as specified and directed |
| 19 | S&F Solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube complete all as specified and as directed.(Make: Sintex/Rajshree/ Accucell or equvalent) |
| 20 | S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing |
| 21 | S&F 35 mm thick 2nd class hard wood factory made plain framed, panelled shutter (any number of Panel) with lock rail and panel of 12 mm thick veneered particle board with commercial veneering on both faces,. The size of rail and styles as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated complete all as specified and as directed. |
| 22 | M&L preparation of new untreated wooden surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed |
| 23 | M&L preparation of new untreated Steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome complete all as specified and directed. |
| 24 | M&L preparation of old painted surfaces of wood/ wood based materials of any description over 10Cm width or girth and applying one coat of synthetic enamel paint etc. complete all as specified and directed by Engineer-In-Charge. |
| 25 | M&L for preparation of old steel surfaces exc 10 cm in width or girth and applying 1 coats synthetic enamel paint as directed by engineer in charge. |
| 26 | S&F Aluminium, anodised, barrel tower bolts of extruded section and fixed 150mm complete all as specified and directed. |
| 27 | S&F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed 250 mm long complete all as specified and directed. |
| 28 | S&F in Aluminium handles, cast type, anodised 150mm long complete all as specified and directed. |
| 29 | S&F Floor door stopper of aluminium alloy body and tongue, anodised, 140 mm with hard drawn steel spring, fixed in floor complete all as specified and directed. |
| 30 | S & F 100mm Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21complete all as specified and directed. |
| 31 | S&F in repair SS Curtain Rod Decorative pattern as approved by Engr-in-Charge. |
| 32 | S&F in repair SS Curtain Rod Bracket decorative type all as directed and approved by Engr-in-Charge. |
| 33 | S&F Anodised powder coating (minimum thickness of powder coating 50 micron) aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified. |
| 34 | S&F Anodised powder coating ( thickness of powder coating not less than 50 micron) aluminium door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. complete all as specified. |
| 35 | S&F 5.5 mm sheet glass, ordinary quality and glazing with oil putty in square exc 0.5 sq. m in each pane complete all as specified and as direcetd. |
| 36 | M&L for 12mm thick prelaminated particle board, exterior grade, prelaminated both sides with decorative choice laminations fixed in aluminium frame complete all as pecified and as directed. |
| 37 | Dismantling exc 500 and n exc 1000 ltr water tank removing to store complete all as specified and directed. |
| 38 | S&F 1000ltr capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position with 20mm ball/float valve complete all as specified..(Make: Sintex/Rotex/Polycon or Equvalent) |
| 39 | Taking down steel tubing and connections including cleaning for refixing or removal to store of 15 mm dia complete all as specified and directed. |
| 40 | Taking down 20 mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and directed. |
| 41 | Supplying and laying of 20 mm outer dia CPVC pipes SDR 11 and plain CPVC SDR 11 fittings, concealed joint with CPVC adhesive taflon tape complete to walls and ceilings or laid in floors including all connected brass cpvc fittings complete all as specified. |
| 42 | Supplying and laying of 25 mm outer dia CPVC pipes SDR 11 and plain CPVC SDR 11 fittings, concealed joint with CPVC adhesive taflon tape in any requirement complete to walls and ceilings or laid in floors iincluding all connected brass cpvc fittings complete all as specified. |
| 43 | Cutting chases,pinning in, in stone concrete block or slab walls making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings,steps,cills,sunshades,shelves,lintels etc and cutting chases for concealed water tubing etc and making good cuttong not exc 10 cm girth complete all as specified and directed. |
| 44 | Demolition of cement concrete (un-reinforced) in any position not otherwise specifically provided complete all as specified and as directed. |
| 45 | M&L 75 mm thick Cement concrete type C-2, 1:3:6 (40 mm graded aggregate) as in plinth protection complete all as specified and directed. |
| 46 | Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade A complete all as specified and directed. |
| 47 | Taking down cement plaster on brick/stone or concrete surfaces including racking out joints, hacking for key,scrubbing down with water to receive plaster including necessary all scaffolding complete all as specified |
| 48 | M&L for rendering 10mm thick on fair faces of brick/stone work or concrete surfaces in CM 1:6 finishing the surface even and even smooth without using extra cement complete all as specified and directed. |
| 49 | M&L 15 mm thick rendering in in two layers 5mm thick inCM 1:4,over 10mm thick cement plaster in CM 1:6 on fair face of brick work/Stone or concrete surface to be finished even and smooth without using extra cement Including WPC compound 3% by weight of cement.(Note :a) Intergial WPC Compound shall be used in second layer,b) Intergial WPC shall be paid seperately on supply only. |
| 50 | M&L for rendering 5 mm thick in CM 1:3 on ceiling to be finished complete all as directed by Engr-In-Charge |
| 51 | M&L preparation of newly plastered surfaces of walls for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance asper IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including primingcoat of exterior primer applied @ 0.90 litre/ 10 sqm complete all as specified and directed. |
| 52 | M&L for preparation of new plastered surface of wall and applying two coat of oil bond distemper and 1 mm putty all as specified and directed |
| 53 | M&L for preparation of new plastered surface of ceiling and applying three coats of white wash complete all as specified and directed. |
| 54 | Complete Removal of existing treatment on ceiling and applying two coats of white wash complete all as specified and directed. |
| 55 | Complete Removal of existing treatment on wall and applying two coats of oil bond distemper and 1 mm putty complete all as specified and directed. |
| 56 | Removal of all loose/unsound/bad/damaged concrete or plaster existing RCC structure of slab/beams/walls/chajja by using chesel/hammar .Cut and remove unsound reinforcement bars, wires etc without damaging the sound reinforcement . clean loose rust from bars manually with brush . fixing new supplymentary bars if required,either by tying it with existing bars or by welding on it. Applying epoxy bonding agent and making good with polymer modified plaster/micro concrete as required thickness over a coat of rust removing alkaline primer and match the finishing to the existing surface in ground floor including formwork complete all as specified and directed. |
| 57 | Dismantling wrought iron or mild steel work of any description not otherwise provided for window grills etc complete all as specified and directed. |
| 58 | S & F Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 59 | S&F coloured aluminium anodised sliding window of 3 track, frame of section 92mm X 32mm X 1.47 mm or appropriate equivalent section and shutters of section 18 mm X 44 mmX 1.35 mm or appropriate equivalent section ,aluminium sections weighting 0.55 Kg/m, fixed with 4.80/5mm thick tinted glass with rubber gasket, handles, locking arrangement and SS wire mesh,aluminium powder coated any colour (powder coating not less than 50 micron) incl making good jambs, cills etc including taking down old iron window complete all as specified and directed by the Engr-in-Charge.(make: Hindalco/Indal/Jindal or equvalent)Note : rate shall include all glazing/SS wire cloth, rubber packing, joining, cleats, glazing clips, aluminium snap beading, locking arrangements, handle etc |
| 60 | S&F in powder coated aluminium fixed louvered ventilator, frame of section 63.5mm X 38.1mm X 1.01 mm or appropriate equivalent section with 4 mm thick figured/frosted sheet glass with rubber gasket,Aluminium wire mesh, handles, locking arrangement etc incl making good jambs, cills etc and including taking down old iron ventilator complete all as specified and directed by the Engr-in-Charge.(make: Hindalco/Indal/Jindal or equvalent) |
| 61 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in any type of soil, complete all as specified |
| 62 | Removing excavated materials to a distance not exceeding 50m and depositing at a level not exceeding 1.5m from starting point complete all as specified and directed. |
| 63 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified and directed. |
| 64 | Demolition and breaking up sewage drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar (Internal dia of pipe in 200 mm) complete all as specified and as directed by the Engineer-in-Charge. |
| 65 | Demolition and breaking up sewage drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar (Internal dia of pipe in 300 mm) complete all as specified and as directed by the Engineer-in-Charge. |
| 66 | S&F DWCPE (SN8) pipes, nominal dia 200 mm laid in trenches for sewer network, fixed and jointed with integral socket or coupler and EPDM sealing ring (depending on pipe ends) as per manufacturer instructions complete all as specified and as directed by Engr-in-Charge(Make (DWCPE Pipe) : Supreme, Prince, Berlia or equivalent). |
| 67 | M&L for cement concrete bedding and haunching against the sides of pipes after they are laid to 200 mm bore drain pipes in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates) laid to falls including packing under, and tested, complete all as specified and directed. |
| 68 | S&F DWCPE (SN8) pipes, nominal dia 300 mm laid in trenches for sewer network, fixed and jointed with integral socket or coupler and EPDM sealing ring (depending on pipe ends) as per manufacturer instructions complete all as specified and as directed by Engr-in-Charge(Make (DWCPE Pipe) : Supreme, Prince, Berlia or equivalent) |
| 69 | M&L for cement concrete bedding and haunching against the sides of pipes after they are laid to 300 mm bore drain pipes in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates) laid to falls including packing under, and tested, complete all as specified and directed. NOTE :- Pipe shall be measured and paid separately) |
| 70 | S&F in repairs PVC(SWR) pipe 110 mm dia, conforming to IS-13592-1992 type 'B', single socketed in any length with rubber ring joints, laid in trenches or in floors. |
| 71 | S&F 110mm PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed by Engineer-in-charge. |
| 72 | S&F in repairs PVC(SWR) bend any radius,110 mm dia.provided with access door complete all as specified and directed by Engineer-in-charge. |
| 73 | S&F in repairs PVC(SWR) pipe 75 mm dia, conforming to IS-13592-1992 type 'B', single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. |
| 74 | S&F 75mm PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed by Engineer-in-charge. |
| 75 | S&F in repairs PVC(SWR) bend any radius,75 mm dia.provided with access door complete all as specified and directed by Engineer-in-charge. |
| 76 | Demolition for reinforcement cement concrete in cover slab complete all as specified and as directed by Engineer-in-charge. |
| 77 | M&L for precast RCC 1:2:4 type B1 using 20mm graded stone aggregate in cover slabs including necessary form work etc for manholes covers set in CM 1:4 (reinforcement measured seperately) complete all as specified and directed. |
| 78 | M&L for TMT bars 6 to 8mm dia and over cut to length bent to shape required including bending and binding with and including MS wire annealed not less than 0.9mm dia complete all as specified and directed. |
| 79 | Demolition of cement concrete (un-reinforced) in any position not otherwise specifically provided complete all as specified and as directed. |
| 80 | M&L for PCC 1:4:8 type D2 using (40mm graded stone aggregate) in foundations of manholes, filling and mass concrete etc complete all as specified and directed. |
| 81 | Demolition of brick/stone masonary built in CM 1:6 as in manholes complete all as specified and as directed by Engineer in charge. |
| 82 | M&L for brickwork with fly ash bricks, old size, straight or curved on plan exc 6m mean radius ,built in CM 1:6 complete all as specified and as directed by Engineer-in-charge. |
| 83 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred / stopped end complete all as specified and directed. |
| 84 | Taking down cement plaster on brick, stone or concrete surface including racking out joints hacking for key scrubbing down with water to receive plaster etc complete all a specified. |
| 85 | M & L for rendering 15mm thick in CM (1:4) on fair faces of stone masonry/brick/concrete surfaces of manhole, finished even and fair without using extra cement complete all as specified and as directed by Engineer -in-charge. |
| 86 | Demolition of Stone slab and tiles of any description or thickness in floors, aprons etc not otherwise specifically provided complete all as specified and as directed by Engineer-in-charge. |
| 87 | Hard core of guage n.exc 63mm deposited spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and directed. |
| 88 | M&L 75mm thick PCC type C-2, 1:3:6 (40mm graded stone aggt) as in path, hard standing, parking floors, etc., complete all as specified and as directed. |
| 89 | M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 90 | M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed. |
| 91 | M & L for factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curveture jointed with cement mortar 1:3 (1 cement :3 coarse sand ), including making joints with or withouut grooves (thickness of joints except at sharp curve shall not be more than 5mm ) including making drainage opening wherever required complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender