Tender For Certain Repairs For Leakage, Seepage, Roof Treatment And Structures At Mil Stn Abohar
Tender Value
40 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
9 days left
EMD
80000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Fazilka → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Certain Repairs For Leakage, Seepage, Roof Treatment And Structures At Mil Stn Abohar
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of cement concrete ( un re-inforced) of any description in roofs, floors(other thanground floors), beams, staircases, landing, chajjas and similar suspended work all as specified. |
| 2 | Demolition/taking out of mud from roofs, any thickness, including removing / cutting uprootinggrass,vegetations and roots of small plants and removing old roof treatment etc on roof and surrounding/parapet wall etc, including removing rubbish material from building and thrown out of the defence land complete all as specified and as directed by Engineer-in-Charge |
| 3 | Material and labour for cleaning of top roof surface by wire brushing, removing all dust, looseparticle of concrete and washing with water and apply cement concrete flooring type B0 1:2:4using 12.5 mm graded aggregate on roof slab all as specified and directed by Engineer-inCharge. |
| 4 | M & L PCC 1:2:4, type B-1 , using 20mm graded stone aggregate as in kerbs or mud stops,rounded or chamfered on edges and similar work all as specified and as directed and as directed by the Engineer-in-Charge. |
| 5 | M & L rendering/screed 15mm thick water proofing plaster in CM 1:3 on roof slab including mixing of liquid WPC in mortar @ 200 ml per bag of cement of 50kg and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.Note :- WPC shall be measured & paid separately as Supply only under relevant item of BOQ). |
| 6 | OVERLAY- PU BASED ELASTOMERIC LIQUIED MEMBRANE SYSTEM FOR EXPOSED ROOF : Providing and applying polyurethane liquid roof waterproofing with improved water ponding capability, elastomeric high build liquid membrane for concrete roofs for exterior wall and exposed surface with solid content not less than 80% and solar reflective index not less than 106 as per (ASTM E1980-19)/tear strength ~20 N/mm (Free film, 14 days, +30 degree C) (ASTM D624) and tensile strength >= 2 N/mm2 (ASTM D4541), elongation 350 to 400% as per ASTM D412 and crack bridging ability upto 2mm.(a) After proper surface preparation, Apply one coat of Primer for PU coating as per manufacturers specification.(b) Apply 1st coat of ShaliUrethane® BTD (white) @ 650 gm / m²(minimum) or equivalent by brush / roller while prime surface is tacky, Spread waterproofing reinforced Glass Fiber mash of 45 GSM with overlaps of 50 mm in both directions when the surface is still tacky. Allow 1st coat to dry. (c ) Apply 2nd & 3rd coat of ShaliUrethane® BTD (white) @ 650 gm / m² (minimum) or equivalent by brush/roller. Make : Fosroc/Sika/Choksey/Bostik/STP/ Asian Paints/Berger PaintsNote :- (i) The Minimum dry film thickness (DFT) of roof treatment shall be 1.5mm if any shortfall in thickness of above treatment the same shall be achieved by additional coat. (ii) The procurement of material and execution of the work of water proofing treatment shall be carried out by authorised applicator approved by GE.(iii) The manufacturer/authorised applicator shall give a warranty for the performance & durability for 10 years. |
| 7 | M & L Cool roof tiles 300 x 300 x 10 mm white vitrified water absorption < 0.5% SRI >90 (ASTME1980, EN673 and En 411) BEPL (Building energy perfoance laboratory ) certified laid over screedbed or bedding layer of mortar 15 mm thick CM (1:4) all as Specified and directed by Engineer -in - Charge. |
| 8 | Demolition of cement concrete ( un re-inforced) of any description in ground floor and pavings Nexc15 cm thickness (below or above GL). |
| 9 | M&L for Water proofing treatment to RCC sunken slab (not exceeding 45cm depth of sunken) as specified below and as directed by Engineer-in-Charge. :- (a) applying 15 mm plaster in CM 1:3 with WPC on raised verticle surface/floor (b) Cleaning the surface with wire brush/coir brush, removing lose material like dust particles, dirt etc. (c) Creating fillet coving of 50x50 mm with polymer modified mortar on the junction of slab and walls (d) Apply first coat of two component modified polymer coating on the horizontal and verticle surface (e) Provision of glass fiber mesh of 2 x 2 mm immediately on above coating (f) Apply second coat of two component modified polymer coating after 72 hrs (g) Cement concrete 1:5:10 over the coating as per requirment (h) Joining the saintary pipes with the water proofing tape having bridging ability of more than 1.5 mm (j) Filling the gap between the wall opening and saintary pipe with non shrink cementatious grout complete as specified.Manufacturer. Make:- Dr. Fixit/Fosroc/STP Note : (i) The treatment shall be carried out as per the manufacturers instructions and as directed by the Engineer in charge. (ii) PCC filling under sunken area will be measured & paid separately |
| 10 | M & L PCC (1:5:10) using 40mm graded burnt bricks aggregate as in foundation filling & mass concrete or as in sunken floor complete all as specified & directed by Engineer-in-Charge. |
| 11 | Material and labour for removing loose disturbed or disintegrated old concrete surfaces of RCC beam, ceiling, slab, column, lintel, pardi, railing etc. cleaning thoroughly exposed reinforcement by sand blasting using suitable pump as directed by GE, preparing exposed concrete surfaces to receive guniting, applying one coat of anti-corrosive paint to the exposed reinforcement, supply and fixing welded wire mesh of size 100x100mm of 3mm dia wire and weight not less than 1.37 kg/Sqm and binding with 22 guage mild steel (annealed) binding wire to reinforcement and applying pressure guniting as per IS 6433 in cement mortar (1:3) average thickness 30mm and thereafter 10mm thick rendering in cement mortar (1:3) including mixing of liquid WPC in mortar @ as per manufacturer instruction and finishing the surfaces even and smooth without using extra cement to match the existing surface including removing rubbish material from building and thrown in low lying empty area at any distance out side MD land complete all as specified and as directed by Engineer-in-Charge.Make : M/s Sika India Pvt Ltd/ Fosroc/Pidilite or equivalent.Note :- (i) The finished level of the surfaces shall be matched with the existing surface.(ii) Provision of additional reinforcement steel (other than welded wire mesh) in case required and ordered shall be measured and paid separately |
| 12 | Material and labour for Chipping of slab/columns/beams/chajjas/parapet/roof projection/balcony/staircase and removing loose mortar with chisel hammer without much impact on concrete surface, clean the surface by sand blasting the surface using river sand with minimum of 6 kg pressure at the nozzle or air blow by electric pressure blower by mechanical compressor, cleaning the exposed reinforcement with wire brushes etc and disposal of debris for all lead and lifts, complete all as specified and directed |
| 13 | Material and labour for applying rust remover in two coats over rusted reinforcement surface and providing anti corrosive coating with two component epoxy based zinc rich primer/Rust passivation Inhibitor coat at the rate of 6-8 sq. mtr/ltr not less than 50 microns dft with Sika friazinc R or equivalent to reinforcement surface as per manufacturer’s instructions including all scaffolding, machinery, tools tackles and clearing of debris complete all as specified and as directed by Engineer-in-Charge.Make : M/s Sika India Pvt Ltd/ Fosroc/Bostik/Choksey or equivalent. |
| 14 | Material and labour for Shear Connectors by drilling 12mm dia holes up to a depth of 75mm maximum and fixing 8mm dia L shaped anchor rods as shear connectors at every 300mm c/c on the surfaces of the columns/beams/slab or any other structural member as the case may be. Clean the same using air or blower and make sure that there are no fine particles present in the hole and filled the holes with one or two component styrene free vinyl ester resin anchor or two components, styrene & cement free epoxy- acrylate fixing and anchoring compound. At this stage push the shear connector gently in to the hole and finish the excess resin which comes out of the hole and allow the shear connectors not to be disturbed for Minimum 20 minutes complete all as specified and as directed by Engineer-in-Charge. Make : M/s Sika India Pvt Ltd/ Fosroc/Bostik/Choksey or equivalent. |
| 15 | S & F of new steel or rebar’s by drilling holes with 10 mm to 20mm dia and 100 to 200mm deep as per IS code of 10D formula and filling the holes after inserting of reinforcement dia 8 to 16mm for anchoring at ends/shear connector and filled the holes with one or two component styrene free vinyl ester resin anchor or two components, styrene & cement free epoxy acrylate fixing and anchoring compound (having the technical parameters mentioned in material specifications) using standard sealant applicator gun after drilling holes of required diameter at required locations, for holding / fixing / placing in position the steel mesh reinforcement at desired level/ stretching complete all as specified and as directed by Engineer-in-Charge. (Note : Steel/reinforcement shall be paid and measured separately).Make: M/s Sika India Pvt Ltd/ Fosroc/Bostik/Choksey or equivalent. |
| 16 | Material and labour for providing pourable, shrinkage compensated, free flowing and self-compacting superior performance micro concrete Sikacrete 145IN factory design with selected cement, aggregate and other chemicals. Recommended water and coarse aggregate maximum 15% of bag to be added at site as per manufacturer instruction. Product should strictly meet the requirement of Compressive strength @28 days ~50 N/mm2 (ASTM C109)/ Flexural strength @28 days ~7 N/mm2 and Tensile adhesion strength @≥ 2 N/mm2 (28 days, +30 °C) (EN 1542) or as per manufacturer instructions and mixing concrete with mechanically electrically operated mixer machine Including adhesive/bonding coat on prepared concrete surface and necessary formwork , Shuttering and jacating etc all as specified and directed.Make : M/s Sika India Pvt Ltd/ Fosroc/Bostik/Choksey or equivalent. |
| 17 | Drilling Holes of 12mm dia up to 100 mm deep holes in structural members at the interval of 300 mm in staggered manner or along the crack line in Reinforced Concrete (RC) structural element including cleaning of the holes by air blower and inserting 12mm dia NRV (Non Returnable Valve) nozzle compatible with epoxy injector and having machined external end to receive outlet of Grouting Gun. Fix inside the hole by applying thixotropic epoxy adhesive to ensure complete sealing and allow curing the system for minimum of 8 Hrs before Grouting including nozzle projections, excess putty, if any, over concrete element by grinding, leveling and finishing the external surface, after completion of the work, etc. complete all as specified and as directed by Engineer-in-charge. |
| 18 | M & L Washed stone grit plaster on exterior walls in two layers under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per sqm, top layer 15 mm cement plaster 1:1/2:2 (1 cement :1/2 coarse sand 2 : stone chipping 10 mm normal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to be expose the stone chippings complete all as specified (Payment for providing grooves shall be made separately). |
| 19 | Forming groove of uniform size 12 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using aluminium channel size 12X15X0.50 MM thick, nailed to the under layer and finishing the groove complete as per specification and direction of the Engineer-in-Charge. |
| 20 | Taking down cement plaster of any description, any thickness from external surfaces ofwalls/soffits etc. incl raking out joints, hacking for keys, scrubbibg down with water etc complete all as specified and directed. |
| 21 | M&L for Treating apparent visible efflorescenceby first cleaning using hard wire brush and all crystal deposits to be removed. The bricks shall then be cleaned using soft brush of powdery crystals removed. Then make a 1 to 4 solution of vinegar and water (1 part vinegar to 4 part water) and apply it to the afflorescence affected area using a nylon brush. Allow the vinegar/water solution to sit on the serface of the affected area for 15 minutes, but do not allow the solution to dry, Rinse the area with clean water using low pressure jet. Two cycle of cleaning using vinegar water solutions to be repeated complete all as specified and as directed. |
| 22 | Note :- Chemical shall be used for item No 22, 23 & 24 is of Sika India Pvt Ltd or equivalent (same specification as of product of Sika mentioned here-in-after).M&L for the joints of bricks to cleaned shall be pointed using cement putty made at site using sika latex/SBR polymer diluted at retio of 1:4 with water. The solution to made shall be used to mix with cement to make a putty consistency paste. The cement putty shall be then work out in the joints complete all as specified and as directed. |
| 23 | M&L for the bricks so pointed shall be cleaned for all dust are deposit using brush. A undilutedsingle component acrylic polymer - Sika Raintite to be used to prime the brick surface. Theprimer while being tacky the first coat of water proofing coating is done, Second coat is appliedafter a time interval of 4-6 hrs after the first has dried. The water proofing coating shall be twocomponent polymer modified cementious coating - Sika Top Seal - 107, having a thicknessof 1.5 mm in 2 coat. The material to be factory batched and ready to use. The two componentshall be mixed using low speed drill having a RPM 350-450 and fitted with a paddle.The mixing tobe done for 3-4 minutes to give a brushable consistency mix. The coating shall be done using 100-150 mm wide brush. It is to be take care that material while being used is agitated every 3-5minutes to avoid powder part getting settled. The water proofing coating shall have belowproperties Tensile strength- 4.56 N/mm2 after 14 days exposure (According to ASTM D 2370 )Bond Strength 2.0 N/mm2 at +27degree C (Failure in substrate). After application of second coatand while the material is still wet, coarse sand is sprinkled over the coating so as to ensure proper machanical key is provided for subsequent plaster complete all as specified and as directed. |
| 24 | M&L for plastering 15mm thick over the treated surface in CM 1:4 cement sand plaster added with acrylic polymer Sikacim @0.2% by weight of cement finished even & smooth without usingextra cement all as specified and directed by Engineer-in-Charge. |
| 25 | Shotcreting 25MM thick in RCC columns, beams and slabs and Chajja etc in layers with approved design mix (minimum cement content of 350 Kg/Cum on M-25) concrete having the specified minimum characterristic compressive strength (with ordinary protland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria) including the cost of certering and shuttering at edges and corners etc as directed by Engineer-in-Charge including Chipping of unsound /weak concrete material 25 mm average thickness with mannual chisel and /or standred power driven percussion cavities including cleaning the exposed concrete surface and reinforcement with wire brushes and thoroughly washing with water and allowing it to dry etc. including removal of rust by applying approved rust removal chemical & the coating with Dr Fixit epoxy zinc primer@ 6sqm/ltr at DFT of 100microns as per specifications and disposal of debries for all lead and lifts all complete as per direction of Engineer-in-Charge.Including the following items as under :-(a) S&F Hard drawn steel wire fabric minimum 2.50Kg/Sqm cut to lengths, bent to shape required and tying with and including nails and mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed in reinforcemnt all as specified & directed by Engineer-in-Charge.(b) M&L rendering 10 mm thick in cement mortar 1:3 on fair faces of concrete surfaces of ceiling finishing even and smooth without using extra cement.(c) M&L preparation of newly plastered surfaces of ceiling and applying three coats of white wash on ceiling. |
| 26 | S&F in repair 10 Litre capacity PVC symphonic action type flushing cistern, duel flush type (ISI Marked) low level with inlet ball valve, float and handle & PVC flush pipe, fixed in position and connecting complete all as spd and directed. |
| 27 | S & F in repairs vitreous China squatting pan of Orrissa pattern of approved make of size 580 mm X 440 mm white with integral foot rests (excluding flushing cistern and flush pipe) including connection to trap and to flushing pipe incl lime concrete bedding and connection to antisyphonage pipe etc including making good to floor complete all as specified and directed by Engineer-in-Charge. |
| 28 | S&F in repair vitreous china wash down water closet pan (pedestal pattern) white with CI 'P' or 'S' trap incl water closet seat cover of plastic,jet etc.complete incl necessary PVC waste pipe fitting, complete all as specified and directed by Engineer-in-Charge. |
| 29 | S&F in repair plastic water closet seat, white closed patern withflat bottom and cover and mild steelcromium plated or aluminium hinging device. |
| 30 | S&F repairs vitreous china Half stall urinals flat back white minimum with grating and union for discharge pipe, providing & fixing plugs, bedding urinal against wall in CM 1:2 , securing urinal to plugs with & incl 60mm long brass screws, pointing around urinal back in cement , fixing automatic flushing cistern with nbrackets, flush pipe, grating and union for discharge pipe complete all as specified. |
| 31 | S&F in repairs fancy type chromium plated, long shank & cup (concealed type) 15mm bore dia Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as spd and directed. |
| 32 | S&F in repair 15mm size angular Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as spd and directed. |
| 33 | S&F in repair 15mm dia size Bib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as spd and directed. |
| 34 | S/F in repairs pillar taps 15mm bore fancy type chromium plated cast copper alloy with capstan heads scre-wed down high pressure with or without lettered hot' or'cold' with long screwed shanks and fly nuts screwed for iron pipe. ISI marked. |
| 35 | S&F in repair brass chromium plated shower Rose 125 mm size with swivel joints,any size, incl shower arm fixing to pipe or union complete all as specified and directed by Engr-in-charge. |
| 36 | S&F in repairs brass chromium plated wall mixer for mixing hot & cold water with provision for overhead shower with 140mm long bend pipe and wall flange screwed down for iron pipe and fixed as directed by Engr-in- Charge. |
| 37 | Refixing brass chromium plated wall mixer including all accessaries. |
| 38 | S & F in repairs Grating doom 125 mm dia with waste hole of chromium plated. |
| 39 | S&F in repair PVC connection both side brass unions internal for size 15mm dia and 450mm long all as specified and directed by Engineer-in-Charge. |
| 40 | S&F PVC waste pipe 32mm dia & 90 cm long. |
| 41 | S&F Chromium plated health faucet 1 mtr long fixed with screws complete all as specified and directed. |
| 42 | S&F EWC Jet spray complete all as specified and directed. |
| 43 | Disconnecting existing tanks of (500 &1000 litres in capacity), setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting, Cleaning and removing all scale and dirt etc from tanks and from mouths of circulated pipes and re-fixing in position after etc. |
| 44 | S&F 20mm Ball brass valves, high pressure, with polytheene float and flynut complete, screwed for iron pipe orr brass ferrule and fixed. |
| 45 | S&F in repair 20mm Ball brass valves, high pressure, with polytheene float and flynut complete, screwed for iron pipe orr brass ferrule and fixed. |
| 46 | S & F in repair 20mm bore gunmetal globe or gate valve with iron wheel head screwed both ends for iron pipe or wt 0.68 kg specified in SSR part Iand fixed all as specified . |
| 47 | Taking up or down 15mm dia steel tubing and connections, including cleaning for refixing or removal from site complete all as specified and directed. |
| 48 | Taking up or down 20mm dia steel tubing and connections, including cleaning for refixing or removal from site complete all as specified and directed. |
| 49 | Supply & fixing of 20mm outer dia CPVC pipes SDR 11 including all fittings Plain/brass threaded CPVC SDR 11 fittings (like Elbow, Tee, Socket, Reducer, Union, Bushing, Step over bends, End cap, End Plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including CPVC solvent cement for jointing complete all as specified and as directed. |
| 50 | Supply & fixing of 25mm outer dia CPVC pipes SDR 11 including all fittings Plain/brass threaded CPVC SDR 11 fittings (like Elbow, Tee, Socket, Reducer, Union, Bushing, Step over bends, End cap, End Plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including CPVC solvent cement for jointing complete all as specified and as directed. |
| 51 | S&f mild steel tubes of size 20 mm bore (medium grade) galvanised with all fittingsandfixed complete to wall complete all as specified and as directed by Engineer-in-Charge. |
| 52 | Dismantling and disconnecting of existing cast iron or reinforced concrete drain pipes, jointed in cement mortar 75/100 mm dia bore fixed to wall,laid in trenches etc complete all as specified and directed Engineer-in-Charge |
| 53 | S&F PVC (SWR) pipes 75mm dia single socketed in any length with rubber ring joints fixed on walls including clamp complete all as specified and directed. |
| 54 | S&F PVC (SWR) pipes 75mm dia single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed. |
| 55 | S & F 75 mm bore of pipe PVC (SWR) bends of any radius fixed to PVC pipes in repair complete all as specified and directed by Engineer-in-Charge |
| 56 | S & F 75 mm bore of pipe PVC (SWR) bends of any radius fixed to PVC pipes provided with access door in repair complete all as specified and directed by Engineer-in-Charge |
| 57 | S&F PVC (SWR) pipes 110mm dia single socketed in any length with rubber ring joints fixed on walls including clamp complete all as specified and directed. |
| 58 | S&F PVC (SWR) pipes 110mm dia single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed. |
| 59 | S & F 110 mm bore of pipe PVC (SWR) bends of any radius / shoe fixed to PVC pipes in repair complete all as specified and directed by Engineer-in-Charge. |
| 60 | S & F 110 mm bore of pipe PVC (SWR) bends of any radius / shoe fixed to PVC pipes provided with access door in reapir complete all as specified and directed by Engineer-in-Charge. |
| 61 | M&L for 75 mm dia of PVC (SWR) floor trap plain with grating incluing jointing with solvent cement in repair complete all as specified and directed by Engineer-in-Charge. |
| 62 | S & F PVC(SWR) Vent cowls 110mm bore all as specified and directed by Engineer-in-Charge. |
| 63 | M & L Demolition of Cement Concrete of any description and in any position not oherwise specifically provided for . |
| 64 | M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation, filling , mass concrete complete all as specified. |
| 65 | M & L for 75mm thick cement concrete 1:3:6 C-1 (using 40mm graded stone agg) as in plinth protection or open area PCC laid to bays or panels and finishing the surface of concrete topping fair and even and exposed edges fair or rounding or chamfering and including all necessary form work complete all as specified and directed. |
| 66 | S&F glazed ceramic coloured tiles joint free 350x250x7mm/450x300x7mm square or rectanguler as on walls etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick rendering in CM 1:4 including dismantling of old tiling including cement mortar bedding backing and rubbish off the permices. complete all as specified and directed by Engineer - in - Charge. |
| 67 | M&L Non skid ceramic coloured /printed tiles 7 to 8 mm thick( square /rectangular) area of each tile exc. 0.11 sqm but n. exc, 0.18 sqm in floor and shall be jointed in neat cement slurry and pointed in paste pigmented to tile shade over and incl 15 mm th screed bed in CM 1:6 including dismantling of old tiling including cement mortar bedding ( but not backing) and rubbish off the permices. complete all as specified and directed by Engineer - in - Charge. |
| 68 | M&L cement concrete type B-0, 1:2:4 using 12.5 mm graded stone aggregate as in floors 25 mm thick for tiles all as specified.& directed by Engineer -in-Charge. |
| 69 | M&L for rendering 15 mm thick on brick / concrete surface of walls in cement mortar 1:6 complete all as spd and directed. |
| 70 | M&L for rendering 10 mm thick on brick / concrete surface of walls in cement mortar 1:3 complete all as spd and directed. |
| 71 | M&L for Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats after preparation to the new/ old decorated plastered surfaces complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 72 | M&L for Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats after preparation to the new/ old decorated plastered surfaces complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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