Tender For Structural Repairs And Painting Of Ahilyanagar Area Office Building, Ahilyanagar-414001Notes: 1) Kindly Read All The Pages Of Nit & Special Conditions Before Quoting For This Work. The Party Shall Visit The Site Before Quoting To Access Th
Tender Value
35.32 Lakhs
Estimated cost
Bid Submission
28 Nov 2026
13 days left
EMD
75000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ahmednagar → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Structural Repairs And Painting Of Ahilyanagar Area Office Building, Ahilyanagar-414001Notes: 1) Kindly Read All The Pages Of Nit & Special Conditions Before Quoting For This Work. The Party Shall Visit The Site Before Quoting To Access The Quantum And Nature Of The Job.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means |
| 2 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 3 | Providing and laying in position plain cement concrete of specified grade with trap/granite/ quartzite /gneiss metal mixing in concrete mixer including bailing out water, compacting, finishing surface, curing and including the cost of centering and shuttering at all level : Nominal Mix of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 4 | Slabs, Suspended floors, roofs, landings, balconies, canopyand access platform |
| 5 | Extra and over for providing reacher RMC of M25 grade cement concrete instead of M20 (cement content considered in this Item is @ 330Kg/cum as per IS 456 table showing minimum cement content.) |
| 6 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diametersfor R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies,staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detaileddesigns, drawings and schedules. including cutting, bending, hooking the bars, bindingwith wires or tack welding and supporting as required complete. |
| 7 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks incement mortar 1:6 in superstructure including striking joints, raking out joints,watering and scaffolding etc. Complete |
| 8 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks incement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcementof 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm X 1.6 mm placed at every thirdcourse, properly bent and bonded at ends scaffolding, racking out joints and watering etc.complete. |
| 9 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5without neeru finish to concrete or brick surfaces, in all positions including scaffoldingand curing etc. complete. |
| 10 | Providing sand faced plaster externally in cement mortar using approved screened sand, inall positions including base coat of 15 mm thick in cement mortar 1:4 usingwaterproofing compound at 1Kilogramper cement bag curing the same for not less than 2days and keeping the surface of the base coat rough to receive the sand facedtreatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking outgrains and curing for fourteen days scaffolding etc.complete. |
| 11 | Sealing the expansion joints or various joints by polysulphide sealant so as to make the joint completely water tight complete as directed. size 25 mm x 25 mm |
| 12 | Providing uncoursed rubble trap /quartzite /gneiss stone masonary in cement mortar 1:5 for piers, abutments, wings, returns, head-walls, parapet etc. including bailing out of water, striking joints of the non exposed faces, pointing the exposed faces with cement mortar 1:3, scaffolding, watering to masonary and etc. complete. |
| 13 | Providing and laying polished natural stone as specified below (Machine cut) of an approved quality and size for paving /flooring in plain and/or diamond /approved pattern including cement mortar bedding of 25 mm thick in 1:4 proportion, cement float, machine cutting, dressing, leveling, jointing, filling the joints with neat cement slurry or with required pigment, machine polishing at site, curing, finishing, etc complete as directed by Engineer In Charge. 18 mm thk. Ruby red, jet black, Hasan green Granite tiles/slab |
| 14 | Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete. I.S.15622-2006 with water absorbtion less than 0.08% for flooring of an approved, quality, make, pattern and size for flooring including cement mortar bedding of 25 mm thick in 1:4 proportion, cutting, leveling, jointing, filling the joints by neat cement slurry or approved colour grout, curing, finishing etc complete as directed by Engineer In Charge. |
| 15 | Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mmx 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for dado and skirting in required position fixedin 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc.complete |
| 16 | Providing and fixing 8mm thk. ceramic tiles as specified below conforming to I.S. 15622-2006 ofapproved quality, pattern and colour for dado in the wet area including preparing the surface and levelling in the desired line, backing of 20 thk. cement mortar in porportion 1:3 with approved waterproofing compound, square cut top edge or chamfered top edge in cement mortar 1:3, cement float, machine cutting, leveling, jointing, filling the joints with neat cement slurry or approved colour grout, finishing, curing etc complete as directed by Engineer In Charge Light / dark coloured glazed ceramic tiles |
| 17 | Providing and laying 600 x 600 x 8 mm thk. vitrified tiles as specified below conforming to I.S.15622- 2006 with water absorbtion less than 0.08% for flooring of an approved, quality, make and pattern /design for flooring including cement mortar bedding of 25 mm thick in 1:4 proportion, cutting, leveling, jointing, filling the joints by neat cement slurry or approved colour grout, curing, finishing etc complete as directed by Engineer In Charge |
| 18 | Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. |
| 19 | Providing and applying two coats of water proof cement paint of approved manufactureand of approved colour to old plastered surfaces including scaffolding if necessary,cleaning and preparing the surface, watering for two days etc. complete. |
| 20 | Providing and laying Indian patent stone flooring 40mm thick with M-15 grade concrete using 6mm to 20mm metal over bedding laid in proper grade and slope or over the slab, including compaction, marking lines, to give appearance of tiles as per the approved pattern, finishing smooth with cement slurry as mentioned below, curing etc. complete. In plain natural/ grey colours. |
| 21 | Providing and fixing in position uPVC/SWR (Soil/Waste/Rain) pipe of type-B 75 mm dia. in any position including all fittings and accessories, making joints / connections water tight with solvent cement, scaffolding if necessary and making good the damages if any (excluding excavation and refilling the trenches) etc. complete as specified and directed.(All fittings and accessories like clamps,etc. should be of same brand. No separate payment shall be made for fittings and accessories). |
| 22 | Providing and fixing in position uPVC/SWR (Soil/Waste/Rain) pipe of type-B 110 mm dia. in any position including all fittings and accessories, making joints / connections water tight with solvent cement, scaffolding if necessary and making good the damages if any (excluding excavation and refilling the trenches) etc. complete as specified and directed.(All fittings and accessories like clamps,etc. should be of same brand. No separate payment shall be made for fittings and accessories). |
| 23 | Removing corrosion of steel reinforcement by mechanical means like wire brushing, chipping to remove loose rust and then Providing & applying One coat of Concrete Penetrating Corrosion Inhibitor (Surface applied) which works on Bipolar Inhibition Mechanism on entire concrete surface to be repaired by using brush or spray at 250 ml per Sq.Mt./Coat or as per manufacturer’s specification. |
| 24 | Providing & applying One coat of structural grade epoxy bond coat by brush conforming to ASTM-C-882-87 to the prepared concrete surface to be repaired / strengthened. This is applied prior to the application of polymer repair mortar / epoxy mortar / Microconcrete to have monolithic action between old concrete surface and new concrete surface. |
| 25 | Repairs to the deteriorated / damaged areas of RCC elements in the structure shall be carried out by using powder Polymer Modified repair mortar. The polymer modified mortar is applied when the epoxy bonding coat is still tacky. In one application 25 mm thickness shall be built. Subsequent layer shall be built with one bond coat of Polymer modified cement slurry. The polymer modified repair mortar shall be mixed, applied and cured as per technical specifications. |
| 26 | Providing Micro Concrete jacketing to walls of thickness upto 75 mm using Polymer modified cement premixed quartz sand aggregate packed in bags of standard manufacture, for high early strength of 40 N /mm sq.cm of approved brand. The dry product is to be mixed with 12.5% water by weight, along with washed and poured into rigid form work moulds & tamped properly, & cured for 3 days. rate is also inclusive of necesary supports to be provided for structural members and required barricading. [Payment is to be made by weight premixed of micro concrete product consumed as per site register records. No extra payment shall be made for shuttering or any other material.] |
| 27 | Providing and applying Dr. Fixit Primeseal as priming coat and two coats of Dr. Fixit Raincoat or equivalent as per manuacturers specifications to parapet walls and vertical faces, dead walls where ever required and as directed including filling surface cracks should be filled with Dr. Fixit Crack X or Dr. Fixit Unifiller or polymer modified mortar for wider cracks if required. |
| 28 | Providing and fixing GI/PVC Nozzel (8mm to 12 mm dia) for cement grouting as per scope of the work mentioned including,driling,sealent putty , removing the nozzel directed etc complete. |
| 29 | Providing and fixing Resin/PU packer(Nozzel) for PU/water compatable epoxy grouting as per scope of the work mentioned including, driling, sealent putty, removing the nozzel directed etc complete. |
| 30 | Grouting Cement and polymer slurry as per scope of the work including all material, manpower and machineries etc complete as directed. |
| 31 | Grouting water compatible Epoxy as per scope of the work including all material, manpower and machineries etc complete as directed. |
| 32 | Lettering or numbering of 65 mm to 75mm height with synthetic enamel paint in any approved colour, style and pattern, including french polishing or synthetic enamel painting the back ground with three coats of approved colour etc. complete as directed by Engineer-in-charge. With synthetic enamel / oil paint other than golden colour |
| 33 | Make 10/12 mm dia holes using heavy duty electrically operated hammer drills in the concrete of RCC members to a depth of about 75 mm at 500 mm c/c or at suitable grid in zig-zag fashion, clean the holes using air jet and fix pre-fabricated 100 + 50 =150mm L-shape 8 mm dia rebar using Anti Corrosive protective coating so that 75 mm out of 100 mm is inserted inside the concrete and 25 mm remain outside along with 50 mm bend. The shear connectors are used to tie the additional reinforcement bars. Reinforcement will not be paid seperately. |
| 34 | Providing, fixing by Making hole for rebar in concrete / masonry surface to any dia and depth as required @ site by using HILTI make driller with Hilti HIT RE 500 chemical compound for inserting the reinforcement after drilling and air jet. Cleaning etc complete, at any level, etc complete. Rate shall include for all charges and preparation of surface, cutting of reinforcement cleaning the surface,and applying NITO BOND of FOSROC make for bonding the old and new concrete as per manufacturers specification staging, scaffolding and working platform, at all levels & locations application of necessary chemical / foil as per manufactures specification with necessary tools and equipments, water and power, removal of debris from the site, tax component etc complete, as directed.The manufacturer to conduct random pull out test on site as per requirement. A) Hole dia =10 mm, Bar dia =8 mm for 250 mm long embedment depth |
| 35 | Providing, fixing by Making hole for rebar in concrete / masonry surface to any dia and depth as required @ site by using HILTI make driller with Hilti HIT RE 500 chemical compound for inserting the reinforcement after drilling and air jet. Cleaning etc complete, at any level, etc complete. Rate shall include for all charges and preparation of surface, cutting of reinforcement cleaning the surface,and applying NITO BOND of FOSROC make for bonding the old and new concrete as per manufacturers specification staging, scaffolding and working platform, at all levels & locations application of necessary chemical / foil as per manufactures specification with necessary tools and equipments, water and power, removal of debris from the site, tax component etc complete, as directed.The manufacturer to conduct random pull out test on site as per requirement. B) Hole dia =12 mm, Bar dia =10 mm for 265 mm long embedment depth |
| 36 | Providing, fixing by Making hole for rebar in concrete / masonry surface to any dia and depth as required @ site by using HILTI make driller with Hilti HIT RE 500 chemical compound for inserting the reinforcement after drilling and air jet. Cleaning etc complete, at any level, etc complete. Rate shall include for all charges and preparation of surface, cutting of reinforcement cleaning the surface,and applying NITO BOND of FOSROC make for bonding the old and new concrete as per manufacturers specification staging, scaffolding and working platform, at all levels & locations application of necessary chemical / foil as per manufactures specification with necessary tools and equipments, water and power, removal of debris from the site, tax component etc complete, as directed.The manufacturer to conduct random pull out test on site as per requirement. C) Hole dia =15 mm, Bar dia =12 mm for 300 mm long embedment depth |
| 37 | Providing, fixing by Making hole for rebar in concrete / masonry surface to any dia and depth as required @ site by using HILTI make driller with Hilti HIT RE 500 chemical compound for inserting the reinforcement after drilling and air jet. Cleaning etc complete, at any level, etc complete. Rate shall include for all charges and preparation of surface, cutting of reinforcement cleaning the surface,and applying NITO BOND of FOSROC make for bonding the old and new concrete as per manufacturers specification staging, scaffolding and working platform, at all levels & locations application of necessary chemical / foil as per manufactures specification with necessary tools and equipments, water and power, removal of debris from the site, tax component etc complete, as directed.The manufacturer to conduct random pull out test on site as per requirement. D) Hole dia =20 mm, Bar dia = 16 mm for 350 mm long embedment depth |
| 38 | Removing and refixing drain pipe (soil, waste water, ventilating or rain water) of any size with all fittings including cleaning pipe before fixing and painting as directed. |
| 39 | Removing mosaic, cement marble, granites non-slippery, tandur, kotah, shahabad stone or Indian Pattern stone, glazed tiles in flooring and dado including bedding brick bat coba etc., and delivering materials in Ward Office and carting away unserviceable materials. |
| 40 | Removing cement plaster of any finish from the wall, complete with racking out the joints to a depth of 20 mm. |
| 41 | Chipping of all loose and Spalling of concrete to bottom of slab, beams etc.(whereverrequired), cleaning of reinforcement, carrying out thorough sand blasting, application ofanti-corrosive zinc rich epoxy primer to exposed reinforcement including cost of material,labour, equipment, tools, scaffolding etc. complete. |
| 42 | Demolishing brick work in lime or cement mortar including plaster, paint, etc. 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. |
| 43 | Transportation-Lead upto 3 km including levelling. |
| 44 | Providing and applying two coats of synthetic enamel paint of approved colour to new/old structural steel work and wood work in buildings, including scaffolding if necessary,cleaning and preparing the surface (excluding primer coat) etc. complete. |
| 45 | Providing and applying first single coat of approved primer and two coats of acrylic plastic emulsion paint of an approved make and colour as per manufacturers specifications to any surface, at all height and locations as directed including scaffolding, cleaning and preparing surfaces for painting by any approved means etc. complete as directed by Engineerin-charge. |
| 46 | Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes applicable if any. |
| 47 | Providing and fixing in position Gypsum board false ceiling with 12.5 mm thick Gypsum boards, screwed/fixed to the under structure of suspended G.I. Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum boardshould be fixed to galvanized iron grid with necessary screws. The boards should betaped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc.all complete. |
| 48 | Providing, detailing, fabricating and fixing at desired location using hot rolled sections and MS Plates of grade Fe250 as per specifications and approved fabrication drawngs (which are to be prepared by Contractor and got approved from Engineer), transporting to site and erecting structural steel members for all heights & at all levels including provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, baseplate ,and all necessary fixtures and operations like pre heating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting with wire brush cleaning and applying two coats of epoxy red oxide zinc phospate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection, if required etc complete as directed by Engineer In Charge. (The qty. for this item shall be measured for gusset plates, base plates, bolts in M.T.) |
| 49 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 50 | Removing Existing Mangalore tiles / AC / GI / Galvalume Sheets/polycarbonate plain and corrugated sheets from roof / cladding / partitions etc., excluding supporting structure but including scaffolding, handling, transporting, sorting and stacking at site lead up to 150m and or disposing etc complete as directed. |
| 51 | Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessaryfittings, remaking good the demolished portion etc. complete. Including removing existingpipe line if necessary and conveying and stacking the same in PWD chowky or as directedetc. complete. |
| 52 | Providing and fixing on walls/ ceiling/ floor 20 mm dia. CPVC pipe with necessaryfittings, remaking good the demolished portion etc. complete. Including removing existingpipe line if necessary and conveying and stacking the same in PWD chowky or as directedetc. complete. |
| 53 | Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessaryfittings, remaking good the demolished portion etc. complete. Including removing existingpipe line if necessary and conveying and stacking the same in PWD chowky or as directedetc. complete. |
| 54 | Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 55 | Providing and laying in walls/ceilings/floors 15 mm dia. medium grade having embossedas ISI Mark galvanised iron pipes of 1.25 Kilogram/metre necessary fitting remaking goodthe demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2coats complete. Including necessary scaffolding and removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc.complete. |
| 56 | Providing and laying in walls/ceilings/floors 20 mm dia. medium grade having embossedas ISI Mark galvanised iron pipes of 1.25 Kilogram/metre necessary fitting remaking goodthe demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2coats complete. Including necessary scaffolding and removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc.complete. |
| 57 | Providing and laying in walls/ceilings/floors 25 mm dia. medium grade having embossedas ISI Mark galvanised iron pipes of 1.25 Kilogram/metre necessary fitting remaking goodthe demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2coats complete. Including necessary scaffolding and removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc.complete. |
| 58 | Providing and laying in walls/ceilings/floors mm 32dia. medium grade having embossed32as ISI Mark galvanised iron pipes of 1.25 Kilogram/metre necessary fitting remaking goodthe demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2coats complete. Including necessary scaffolding and removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc.complete. |
| 59 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 15 mm nominal bore |
| 60 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 20 mm nominal bore |
| 61 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 25 mm nominal bore |
| 62 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 32 mm nominal bore |
| 63 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 40 mm nominal bore |
| 64 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 50 mm nominal bore |
| 65 | Removing and refixing G.I./CPVC pipes of any size with all new fittings if necessary complete including cleaning and painting. |
| 66 | Removing G.I. pipes exposed of any size including fittings etc complete |
| 67 | Removing the small trees from wall portion from the roots and depositing the debris as shown inclusive of finishing the surface with C.S. plaster as directed. |
| 68 | Providing and fixing brass bib cock of approved quality : 15mm Nominal bore |
| 69 | Providing and fixing brass stop cock of approved quality :15mm Nominal bore |
| 70 | Supply of semiskilled labours with tools & tackles for odd & unmeasurable work. |
| 71 | Supply of unskilled labours with tools & tackles for odd & unmeasurable work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 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