Tender For Rehabilitation Of Water Supply And Leakage Infrastructure Incl Water Proofing Treatment Leakage/Seepage Rectification Of Oht, Ug Sump And Other Water Retaining Structure At Hqtc.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
20 Oct 2026
12 days left
EMD
40000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bengaluru Urban → Karnataka
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rehabilitation Of Water Supply And Leakage Infrastructure Incl Water Proofing Treatment Leakage/Seepage Rectification Of Oht, Ug Sump And Other Water Retaining Structure At Hqtc.
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GARRISON ENGINEER (AF) BANGALORE NAME OF WORK: REHABILITATION OF WATER SUPPLY AND LEAKAGE INFRASTRUCTURE INCL WATER PROOFING TREATMENT LEAKAGE/SEEPAGE RECTIFICATION OF OHT, UG SUMP AND OTHER WATER RETAINING STRUCTURE AT HQTC. CONTRACT AGREEMENT: GE(AF)/B/ OF 2026-2027 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description of Item of Work Item Code / Make Quantity Unit Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT (in Words) |
| 2 | GENERAL NOTES APPLICABLE FOR SL ITEM NO 1.00 TO 21.00:-a)The work for BOQ Sl no items 1.00 to 21.00 shall be executed directly by company or their authorised applicator. Application shall be authorized in writing by company and guarantee/responsibility of work executed shall be owned by company or contractor in writing.b) Quoted rate shall be inclusive of material, all labours, tools and plants , scaffolding and working upto 15 m height.c) The contractor shall provide a guarantee period of 10 years for structural repairs incl leekage/seepage from date of completion. d) Contractor shall submit manufacture's test report for all materials used in work. |
| 3 | M&L for providing and applying 2 coats of two-component, solvent-free, non-toxic, 100% solids, chemically cross-linked epoxy lining system for potable water retaining zones, executed in two controlled applications to achieve a cumulative dry film thickness of 200 microns, over mechanically conditioned cementitious substrata. The binder system shall comprise of reactive epoxy matrices with compatible curing agents ; exhibiting negligible volatile content, low water permeability, and stable adhesion under continuous immersion, the cured film being physiologically inert and compliant with IS 9883 1981 approved by CFTRI conforming to USFDA 21 CFR 175 300 and meeting elongation/performance criteria as per ASTM D 2370. Substrata conditioning shall include removal and conditioning and including removal of curing compounds by abrasive means (emery or equivalent), elimination of laitance and contaminants, and prepared to a sound, dry, and receptive surface, Component blending shall be carried out in specified ratios using low-speed mechanical agitation to achieve homogeneous reaction. Application shall be by applied by stiff nylon-bristle implements with regulated inter-coat intervals to ensure uniform film build and continuity item includes all materials, labour, surface preparation, application, curing, tools, equipment, consumables and incidental operations, complete as specified and as directed.Make : Thermax Ltd / TikiTar Danosa Pvt Ltd / M/s Torchtar membranes & bitumen products Pvt Ltd |
| 4 | M&L for precision restoration of micro-cracks not exceeding 5 mm in width, involving calibrated mechanized RM V-grooving to a nominal 66 mm profile, executed to achieve consistent edge geometry for optimal repair compound anchorage; Surfaces shall be cleaned by compressed-air jetting or vacuum extraction to remove all friable material, laitance, and fine particulates. The prepared substrata shall be preconditioned to a saturated surface dry (SSD) state prior to the placement of a single-component, shrinkage-compensated cementitious crack sealer.The repair material shall attain a minimum compressive strength of 22 MPa at 7 days and 24 MPa at 28 days in accordance with ASTM C109, exhibit a setting interval of 15-20 minutes, and be mixed at a controlled water-to-powder ratio of 0.30 ±0.01 to maintain rheological stability.Application shall ensure complete filling without voids or air entrapment, complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 5 | M&L for overlaying existing waterproofing membranes with a protective 10 mm screed of single-component fibre-reinforced mortar possessing dual shrinkage-compensating properties. The mortar shall achieve compressive strength ≥ 30 MPa at 28 days, tensile strength 2 2 MPa, flexural strength ≥ 6 MPa, and conform to ASTM C109, ASTM C348, and ASTM C307. The water-powder ratio shall not exceed 0. 16 to ensure density and low permeability. Screed finishing can be done with cement and sand and shall be to true line and level, providing a durable, traffic-tolerant surface without compromising the integrity of the underlying waterproofing system complete all as specified and directed.Make : Thermax Ltd/ TikiTar Danosa Pvt Ltd/ M/s Torchtar membranes & bitumen products Pvt Ltd |
| 6 | M&L for surface preparation of concrete substrata in water-retaining structures prior to waterproofing carried out in conformity with EN 1504-10 and ASTM D4258 for surface cleaning of concrete. The treatment shall include high-pressure water jetting to remove laitance, weak particles, and soluble contaminants, followed by application of an etching solution conforming to ASTM D4260 for acid-etched surfaces, ensuring proper substrata roughness and open pores for mechanical adhesion. The finished surface shall meet ICRI CSP (Concrete Surface Profile) Class 2-3 for optimal bonding complete all as specified and directed.Make : Thermax Ltd/ TikiTar Danosa Pvt Ltd/ M/s Torchtar membranes & bitumen products Pvt Ltd |
| 7 | S&F MS TMT bars 12 mm dia and over as in reinforcement cut to length, bent to shape required including cranking bending spirally for hooping for columns, hooking ends & binding with and including MS annealed wire not less than 0.9mm dia complete all as specified and directed. |
| 8 | M&L for provision and mechanical anchorage of of factory-fabricated, electrically resistance-welded mild steel wire mesh, with mass ≥ 1 kg/m³, fabricated from cold-drawn steel wires to precise tolerances, ensuring dimensional stability and consistent mesh aperture. The receiving surface shall be prepared by mechanical or abrasive cleaning to a contaminant-free state prior to fixing Mesh panels shall be secured using galvanised binding wire, stainless-steel staples, or proprietary corrosion-resistant fasteners at maximum 300 mm c/c spacing, ensuring full surface contact and tensile anchorage complete all as specified and directed. Make : Thermax Ltd/ TikiTar Danosa Pvt Ltd/ M/s Torchtar membranes & bitumen products Pvt Ltd |
| 9 | M&L for the application of 2 coats of high-performance, amine-cured epoxy resin-based coating-cum-primer system, conforming to relevant ASTM/DIN/ISO standards, engineered to achieve a minimum adhesion bond strength of 1.0 N/mm² with a total dry film thickness of 1-2 mm attained through 2 sequential coats, possessing high chemical and abrasion resistance, low chloride permeability, and a pot life of approximately 30 minutes at 30 °C, substrata preparation shall be executed by abrasive blast cleaning to Sa 2 % (ISO 8501-1), ultra-high-pressure water jetting, or equivalent method to completely remove laitance, rust, oil, grease. curing agents, and contaminants while providing an anchor profile of 50-75 µm, with environmental parameters including substrata moisture, ambient temperature, relative humidity, and dew point differential strictly monitored prior to and during application, the 2-coat system shall consist of a primer coat for substrata sealing and adhesion enhancement, and a finishing coat for uniform coverage with additional mechanical and UV protection, all works to be performed complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 10 | M&L for controlled demolition and eradication of deteriorated cementitious binders, including weakened lime-cement-aggregate conglomerates, from RCC or masonry members up to an average depth of 15 mm.Execution shall be achieved by mechanical percussive chiseling using pneumatic hammers or sharp-edged manual chisels, followed by squaring of cavities and micro-roughening of exposed substrata shoulders to facilitate mechanical keying. Debris shall be evacuated beyond MoD premises to a distance >1.0 km and ≤1.5 km. Subsequent to substrata exposure, an advanced polymeric priming film-derived from unsaturated hydrocarbon monomers and cross-linked into a high-molecular polymeric dispersion-shall be brush-applied to seal porosity, enhance adhesion, and provide resistance against emulsification under humid microclimates. The cured primer shall resist carbonation penetration and achieve compressive strengths ≥ 11.5 N/mm² at 28 days, all in accordance with instructions complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 11 | M&L for application of 2 coats of high-performance styrene-butadiene rubber based bonding and waterproofing slurry, specifically formulated to enhance adhesion between old and new concrete surfaces, improve long-term durability, reduce shrinkage and resist emulsification in damp conditions. The cured film shall develop compressive strength of 12.5 N/mm² in three days, 14.5 N/mm² in seven days and 24.0 N/mm² in twenty-eight days, with tensile strength not less than 2.5 N/mm² at twenty-eight days and flexural strength not less than 4.5 N/mm². The material shall have a specific gravity of approximately 1.02, exhibit resistance to CO, penetration up to 4600 microns, and remain effective within a service temperature window of +5 °C to +35 °C Application shall be by brush ensuring complete surface wetting and continuity, followed by protective overlay as per specification, complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 12 | M&L for the controlled dismantling and removal of deteriorated, delaminated, or loose concrete/plaster from ceilings, roofs, and chajjas using mechanical chiselling tools or hand-held pneumatic breakers to expose sound, dense substrata,Removal depth to extend until embedded reinforcement is fully exposed and corrosion-free. Surfaces to be cleaned by wire brushing/abrasive blasting to eliminate laitance, rust scale and unsound patches, preparing the base for subsequent reinstatement works. Operations to comply with structural safety requirements complete all as specified and directed. |
| 13 | M&L for the eradication of pre-existing friable particulate matter and execution of full-scale substrata surface Rm conditioning through mechanical scarification techniques. Subsequent infill of voided cavities and undulatory depressions employing a monolithic, thixotropy-enabled, fibre-reinforced, polymer-modified mortar system, engineered to deliver compressive strengths of not less than 15 MPa within 24 hours, 25 MPa within 72 hours, and a minimum of 45 MPa at 28 days. The applied matrix shall exhibit an adhesion bond capacity exceeding 2 MPa, with inherent creep-strain attenuation of 10%, and a modulus of elasticity within the range of 25-28 GPa. The mortar shall be proportioned to a water-to-powder ratio of 0.16, culminating in a planar, defect-free, and morphologically uniform finish. Works shall be executed in strict compliance with relevant IS/ASTM standards and complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 14 | M&L for applying a 3 coat, UV-resistant waterproofing and protective system composed of cement, graded aggregates, and selected polymers, capable of bridging cracks up to 1 mm and performing under high negative hydrostatic pressures. The cured membrane shall be non-flammable, non-combustible, vapour-permeable, and highly durable in permanently wet conditions, with strong adhesion to common building substrates. Physical properties shall include solid content 30 ± 1%, specific gravity 1.05 ± 0.05 g/cm³, shore hardness D-scale 20, tensile strength >0.4 MPa, elongation >20%, and pot life 240 minutes. The system shall comply with ASTM D4541, ASTM C836, DIN 1048p 5, ASTM D412, and be applied by brush, roller, or trowel over a cleaned, contaminant-free surface using a low-RPM mixer complete all as specified and directed. |
| 15 | M&L for execution of in-situ structural reinstatement works by supply, conveyance and placement of a mono pack, cement-based, corrosion-inhibiting, volumetrically stable, high-mobility micro-concrete composite, engineered for load-restorative applications, installed to a mean consolidated thickness of approximately 50 mm, the composite shall be capable of attaining a minimum compressive resistance of 60 MPa at 28 days when assessed in accordance with BS 4551 (Part 80-60), with interim strength development not less than 25 MPa at 7 days as per BS 6319 (Part 3), together with direct tensile resistance not below 2.0 N/mm² and flexural resistance not below an N/mm² when evaluated in accordance with ASTM C348; the system shall incorporate epoxy-based interfacial bonding constituents of combined density range 1.45-1.50 g/cc, facilitating an adhesion bond capacity not less than 11.0 N/mm² at 7 days as per ASTM C881, and shall permit an overlay or continuation window not exceeding 3 hours at 30 °C, the micro-concrete shall be factory pre-proportioned with graded mineral aggregates, intemally compensated against shrinkage and rheologically conditioned for flow retention, enabling placement by pumping or gravity feed into heavily congested reinforcement assemblies, all works being carried out under controlled mechanical mixing inclusive of all labour, materials, handling, placing, compaction, curing and incidental operations, complete in all respects and executed strictly complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 16 | M&L for providing, erecting, and striking precision formwork to sides and soffits of lintels, beams, columns, shelves, chajas (including overhangs) to obtain fair-finished, flat, and true surfaces within acceptable tolerance. Form faces shall be of robust, dimensionally stable materials (eg, metal/engineered shutter panels) free from warps, dents, or protrusions that could telegraph to concrete, joints shall be tight to prevent grout loss. Form release agents shall be uniformly applied in a thin film without pooling, true line/level/plumb shall be established with adequate bracing, soldiers, walers, and ties to resist construction loads and hydrostatic pressures. Corners/arrises shall be formed to the specified profiles, with access provisions for compaction/vibration. Striking time shall consider mix design, ambient conditions, and strength gain to avoid surface distress complete all as specified and directed. |
| 17 | M&L for application and surface hydration preservation treatment of concrete using a high-performance waterborne acrylic emulsion-based membrane compound, engineered with proprietary additives to impart superior water retention capability, thereby facilitating optimal cementitious matrix hydration. The formulation shall form a non-penetrative, continuous, and uniform film on the treated surface, conforming in all respects to the requirements of ASTM C309-90 for membrane-forming retention compounds, at an application rate of 250 g/m² The dried film shall possess a daylight reflectance value of not less than 70%, determined in accordance with ASTM E1347, thereby reducing thermal absorption and minimising evaporative moisture loss under direct solar radiation. The compound shall exhibit a specific gravity in the range of 1.00-1.01 and deliver a hydration efficiency exceeding 70%, ensuring effective suppression of early-age shrinkage cracking. The system shall be suitable for application at substrate temperatures not lower than 10°C, with uniform coverage achieved by spray, roller, or brush complete all as specified and directed. Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 18 | M&L for application of Polyester Resin-Based Anchorage Compound for embedding nozzles into concrete members. The compound shall be a reactive unsaturated polyester resin matrix reinforced with mineral fillers, engineered to achieve rapid polymerization and high early compressive strength. At 3 hours, the material shall attain compressive strength values exceeding 20 N/mm², and at 7 days, ≥ 70 N/mm², when tested on 50 mm 50 mm 50 mm cubes as per BS 6319 (Part 2: 1983). The cured anchoring matrix shall provide durable chemical resistance, dimensional stability, and stress transfer capacity for embedded hardware. Application shall be carried out in pre-drilled, dust-free holes using injection techniques, ensuring complete encapsulation of nozzles,complete all as specified and directed. Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 19 | M&L for the in-situ application of 25 mm thickness with a single-component, chloride-free, dual shrinkage- compensated, high-performance cementitious repair mortar, integrally reinforced with alkali-resistant synthetic fibres to impart exceptional micro-crack bridging and long-term dimensional stability under cyclic loading Suitable for deployment in prestressed and conventionally reinforced concrete elements subjected to aggressive chemical and chloride-bearing environments. The system shall conform to ASTM C109 and ASTM C348, be applied at 25 mm nominal thickness, cement and sand can be used for finishing surface. Performance Parameters: Flexural strength ≥ 7.0 N/mm² at 7 days, tensile strength 23.0 N/mm² at 7 days, compressive strength ≥ 35 MPa at 7 days and ≥ 45 MPa at 28 days, adhesion bond ≥ 2.0 N/mm², creep strain reduction ≥ 10%, complete all as specified and directed. Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 20 | M&L, for application of a waterbome acrylic co-polymeric primer-sealer system, conforming to ASTM C1315 SOM (Type 1. Class A) for curing and sealing compounds, ASTM D5895 for film-drying time, EN ISO 7783 for water vapor diffusion resistance (SD $ 0.14 m), and ASTM D4541 for pull-off adhesion strength (21.0 MPa) The coating shall also comply with ASTM D4214 for resistance to chalking and blistering. ASTM G154 for accelerated UV weathering, and DIN 52615 for water absorption coefficient. Coverage shall be maintained at 8-10 m³/litre/coat under controlled site conditions, with film thickness monitored for uniformity.The formulation shall be a single-component aqueous dispersion of advanced acrylic polymers, designed for deep substrata penetration and pore-sealing efficiency. On curing, the system shall form a transparent, vapor permeable, water-retentive film that prevents premature suction of cementitious overlays and enhances hydration. The cured film shall maintain flexibility at low temperatures (-10 °C), exhibit alkali resistance when exposed to substrates with pH > 12, and retain dimensional stability under thermal cycling between -20 °C and +60 °C Surface preparation shall involve mechanical cleaning, wire brushing, or light abrasive blasting to remove laltance, dust, and contaminants, ensuring a receptive surface profile in accordance with ICRI CSP (Concrete Surface Profile) Class 2-3. Application shall be carried out by brush, roller, or airless spray, with ambient conditions maintained between +5 °C and +40 °C and relative humidity ≤ 85% to ensure proper film formation complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 21 | M&L For Providing and applying a 2 coat system of high-performance, single-component, elastomeric, acrylic based, waterborne architectural wall coating, formulated on a premium-grade acrylic emulsion matrix, reinforced with functional mineral fillers, photostable inorganic pigments, and broad-spectrum biocidal/fungicidal agents. The coating system shall be designed to deliver exceptional flexibility and crack-bridging capability for micro-structural discontinuities up to 0.5 mm in width, while offering long-term ultraviolet radiation resistance, microbial growth inhibition, and minimised particulate soiling through low dirt pick-up characteristics The cured film shall exhibit an elongation at break of not less than 220%, tensile strength ≥ 0.70 MPa, and a surface hardness corresponding to Shore A scale value of 80, coupled with an adhesion bond strength of at least 3.4 MPa to suitably prepared substrates. Prior to the application of the elastomeric topcoats, a compatible, acrylic-based, waterborne primer shall be uniformly applied to the cleaned substrate to optimise penetration and intercoat adhesion. The complete application process shall be carried out strictly in accordance with the manufacturer's technical guidelines ensuring compliance with relevant ASTM/ISO standards for elastomeric façade coatings and long-term exterior durability complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 22 | M&L for applying a 2 coat, two-component, solvent-free resin-based protective system with a mixed density of 1.45-1.50 kg/litre, achieving full cure within 24 hours to produce a high-performance, chemically resistant finish. The cured film shall exhibit compressive strength >40 MPa at 7 days, tensile strength >15 MPa at 7 days, flexural strength >25 MPa, and bond strength >11 MPa as per manufacturer's recommendations; Application shall be over a suitably prepared substrate to ensure maximum adhesion, with mixing and application procedures strictly conforming to the technical data sheet complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 23 | M&L for injection grouting in shrinkage-affected RCC structural members, using high-grade polymer-based No resin grout with enhanced flexural and tensile performance. Holes of 18 mm diameter shall be drilled to a depth of 15 mm, at 1.0 m c/c spacing, and fitted with heavy-duty Pvc nipples (15 mm dia 100 mm long) The polymeric grout shall be injected under controlled pressure, developing flexural strength ≥ 45 MPa. tensile ≥ 26 MPa, and compressive ≥ 50 MPa at 1 day, progressing to ≥ 80 MPa at 7 days. Pot life shall be 260 minutes at 20 °C. The cured resin shall demonstrate low permeability, superior chemical resistance, and dimensional stability, ensuring long-term consolidation of cracked sections. Post-injection, nipples shall be sealed with epoxy putty or silica gel to prevent leakage and restore continuity complete all as specified and directed.Make : Thermax Ltd/TikiTar Danosa Pvt Ltd/M/s Torchtar membranes & bitumen products Pvt Ltd |
| 24 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc. Including racking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed. |
| 25 | M&L for Rendering 15mm thick on fair faces of brick works or concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement complete all as specified and directed. |
| 26 | Supply only Liquid water proofing compound complete all as specified and directed. |
| 27 | M&L for preparation of new plaster surface of wall and applying 2 coats of distemper oil emulsion white or tinted through mechnical means over a coat of 1mm thick wall care putty complete all as specified and directed. |
| 28 | M&L Rendering 10mm thick cement plaster in cement mortar 1:3, on concrete sufaces as in ceiling, finished even and smooth without using extra cement complete all as specified and directed. |
| 29 | M&L for preparing new plastered on wall and applying three coats of white wash complete all as specified and directed. |
| 30 | M&L for rendering 15mm thick cement plaster in cement mortar 1:4 with and including water proofing compound on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. |
| 31 | M&L for preparation of new plaster surfaces and applying 2 coats of cement paint through mechnical means over a coat of alkali resistant priming paint complete all as specified and directed. |
| 32 | Dismantling Plain or corrugated steel sheeting,any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed. |
| 33 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 34 | S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/ cladding to wall or in door, fixed with self tapping screws complete all as specified and directed. |
| 35 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dresses stonework and precast concrete articles complete all as specified and directed. |
| 36 | M&L for Pre-cast cement concrete block masonry type C1 1:3:6 (20mm graded stone aggregate) with solid blocks, exc. 10cm in width and setting in mortar 1:6 complete all as specified and directed. |
| 37 | M&L for providing precast cement concrete solid building blocks type C1 1:3:6 (20mm graded aggregate) 10cm thick (with plain or interlocking joints as directed) setting in mortar 1:4, complete in walls complete all as specified and directed. |
| 38 | Dismantling water tanks, capacity in litres exc 500 & not exc 1000 and removing to store complete all as specified and directed. |
| 39 | S&F for triple layer white colour rotational moulded polyethylene water storage tanks, capacity in litres 500 (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I complete all as specified and directed. |
| 40 | S&F for triple layer white colour rotational moulded polyethylene water storage tanks, capacity in litres 1000 (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I complete all as specified and directed. |
| 41 | Cleaning and Removing all scale and dirt,etc from PVC and RCC Water Tank of Capacity exc 250 ltr but not exc 500 ltr including Writing letters as Cleaned on Month & date by using Synthetic enamel paint (height of each letter not less than 5 cm )as affected including wash the tank with water & bleaching powder after removing scale & dirt etc complete all as specified and directed. |
| 42 | Cleaning and Removing all scale and dirt,etc from PVC and RCC Water Tank of Capacity exc 500 ltr but not exc 1000 ltr including Writing letters as Cleaned on Month & date by using Synthetic enamel paint (height of each letter not less than 5 cm )as affected including wash the tank with water & bleaching powder after removing scale & dirt etc complete all as specified and directed. |
| 43 | S&F in repair ball valves 15mm/20mm/25mm dia, high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and shypen set fixed (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms) complete all as specified and directed. |
| 44 | S&F in repair for PTMT Tank nipple 20mm dia etc complete all as specified and directed. |
| 45 | S&F in repair for PTMT Tank nipple 25mm dia etc complete all as specified and directed. |
| 46 | S&F in repair for PTMT Tank nipple 32mm dai etc complete all as specified and directed. |
| 47 | S&F in repair tubes 15mm bore, `medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors including taking up or down old steel tubing complete all as specified and directed. |
| 48 | S&F in repair tubes 20mm bore, `medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors including taking up or down old steel tubing complete all as specified and directed. |
| 49 | S&F in repair tubes 25mm bore, `medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors including taking up or down old steel tubing complete all as specified and directed. |
| 50 | Cutting chases, pinning 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 or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth complete all as specified and directed. |
| 51 | S&F in repairs PVC (SWR) pipes 150mm bore, single socketed, in any length with rubber ring joints, laid in trenches or in floors/wall complete all as specified and directed. |
| 52 | S&F in repairs PVC (SWR) pipes 110mm bore, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. |
| 53 | S&F in repairs PVC (SWR) pipes 110mm bore, single socketed, in any length with rubber ring joints, fixed to wall complete all as specified and directed. |
| 54 | S&F in repairs PVC (SWR) bends 110mm bore of any radius complete all as specified and directed. |
| 55 | S&F in repairs PVC (SWR) bends 110mm bore vent cowl complete all as specified and directed. |
| 56 | S&F in repairs PVC (SWR) 'P' or 'S' or 'Nahani' trap 110mm bore. complete all as specified and directed. |
| 57 | S&F in repairs PVC (SWR) floor trap 75 mm diameter of outlet , plain with grating including jointing with solvent cement complete all as specified & directed. |
| 58 | S&F in repair of CPVC pipe with outer dia 16mm SDR 11 & Plain CPVC SDR 11 fitting on wall/ceiling or laying in floors including elbow, Tee, and all necessary fittings including taking up or down old pipe complete all as specified and directed. |
| 59 | S&F in repair of CPVC pipe with outer dia 20mm SDR 11 & Plain CPVC SDR 11 fitting on wall/ceiling or laying in floors including elbow, Tee, and all necessary fittings including taking up or down old pipe complete all as specified and directed. |
| 60 | S&F in repair of CPVC pipe with outer dia 25mm SDR 11 & Plain CPVC SDR 11 fitting on wall/ceiling or laying in floors including elbow, Tee, and all necessary fittings including taking up or down old pipe complete all as specified and directed. |
| 61 | S&F in repair of CPVC pipe with outer dia 32mm SDR 11 & Plain CPVC SDR 11 fitting on wall/ceiling or laying in floors including elbow, Tee, and all necessary fittings including taking up or down old pipe complete all as specified and directed. Total in Figures 0.0 23 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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