Tender For Special Repair To Roof Treatment Of Shri Nagesh Officer Mess At Chandimandir Mil Station Under Ge Chandimandir.
Tender Value
1.27 Crore
Estimated cost
Bid Submission
24 Jul 2026
13 days left
EMD
2.02 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Panchkula → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Roof Treatment Of Shri Nagesh Officer Mess At Chandimandir Mil Station Under Ge Chandimandir.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Jul-2026 | Amdt1 | Date | 24-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Note for all items:1. The work shall be carried out to Building Height upto 12 metres. 2. Demolition works: Demolished material shall not be transported downstairs via existing stairs. The contractor shall provide and install mechanical hoists of suitable size on each of the three buildings for exclusive transportation of demolished material. All debris shall be remoevd from site premises on the same day of its generation. Failure to comply shall attract a penalty of Rs. 5000/- per day per instance, shall be recovered from the contractor's dues.3. PCC Placement: PCC shall be placed exclusively through mechanical concrete pumps of adequate capacity, arranged entirely by the contractor at their cost. No manual or alternative methods shall be permitted. |
| 2 | Note for all items: (Contd…..)4. PCC Mix Specifications: The PCC mix shall achieve the required slump for pumping using approved admixtures. The design Mix including admixtures shall be approved by GE before laying of PCC and produced by a Ready-Mix Concrete (RMC) plant of suitable capacity. Concrete shall be transported via transit mixers.5. Necessary arrangement for carrying out the work including all costs for pumps, lift admixtures, RMC, Transit Mixtures, labour, equipment, scaffolding, penalties avoidance, safety appliances and associated operations, transportation of materials shall be provided by the contractor within overall rate quoted against the items of this schedule and no claim whatsover shall be admissible on this account at later stage. Contractors are requested to quote their rates accordingly keeping this aspect in mind. |
| 3 | Dismantling of existing brick tiles or terracing tiles on roof, grouted in cement mortar and removal of all debris/ surplus materials and soil etc., to a distance 2.50 km complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Demolition of Mud phuska as in roofs, of any thickness, plastering and leeping (whether full thickness removed or only a part thereof) with and including removal of any existing treatment upto mother slab and removal of all debries/ surplus material and soil etc., to a distance of 2.5 KM complete all as specified and directed by Engineer-in-Charge. |
| 5 | Demolition of PCC of any description and in any position including roof padding and removal of all debris/ surplus material etc., to a distance of 2.5 KM complete all as specified and directed by Engineer-in-Charge.Note for Srl item No. 2 & 3:1. The roof surface shall be cleaned thoroughly to the entire satisfaction of Engineer-in-Charge and site shall be handed over to the applicator agency for execution of the roof treatment work. |
| 6 | M&L for PCC M-15 (Design Mix) (using 20 mm graded stone aggregates) as in padding on roofs, terraces, sunken and similar works, laid in slopes as required at site including finishing the surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.Note: PCC shall be produced by the Ready-Mix concrete (RMC) plant to be approved by GE. Also refer Notes at the end of this schedule. |
| 7 | M&L for forming contraction (Dummy) joints, 30 mm deep x 8 mm wide filled with sealing compound grade 'A' complete all as specified and as directed by Engineer-in-Charge. |
| 8 | Taking down cement or cement lime plaster on brick or stone walls & ceilings etc., including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and as directed by Engineer-in-Charge. |
| 9 | M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces including mixing with WPC and finishing the surfaces even and smooth complete all as specified and as directed by Engineer-in-Charge. (Note: water proofing compound shall be measured and paid for separately) |
| 10 | Supply only liquid water proofing compound, ISI marked, complete all as specified. |
| 11 | Demolition of brick work built in cement mortar including all quoins, arches, pillars etc., including disposal of rubbish not exceeding 1.5 km complete all as specified and as directed by Engineer-in-Charge. |
| 12 | Material and labour for brick work with fly ash bricks (old size), straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Demolition of RCC (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-Charge. |
| 14 | M&L for RCC 1:2:4, type B-1 (using 20 mm graded stone aggregates) as in Fins, fascias, louvres, parapets, and railings exceeding 60 cm in height, newels, balustrade and similar work complete all as specified and as directed by Engineer-in-Charge. |
| 15 | M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 16 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses and similar works complete all as specified and as directed by Engineer-in-Charge. |
| 17 | M&L for preparation of newly plastered surfaces of walls with wire brush and washing rubbing down with water including applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per 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 priming coat of exterior primer applied @0.90 litre/ 10 sqm over new surfaces including 1 mm thick wall care putty on new plastered wall surface and prepare the surface wall even and smooth all as specified and as directed by Engineer-in-Charge. |
| 18 | S&F PVC (SWR) pipe and vent pipe, 110 mm bore, single socketed in any length with rubber ring joints fixed with solvent fixed to walls with and including MS claimps and PCC in hold fast etc. and making good the disturbed surface including taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., complete all as specified and as directed by Engineer-in-Charge. |
| 19 | S&F PVC (SWR) pipe and vent pipe, 150 mm bore, single socketed in any length with rubber ring joints fixed with solvent fixed to walls with and including MS claimps and PCC in hold fast etc. and making good the disturbed surface, including taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., complete all as specified and as directed by Engineer-in-Charge. |
| 20 | S&F 150 mm PVC (SWR) bend complete all as specified and as directed. |
| 21 | S&F 110 mm PVC (SWR) bend complete all as specified and as directed. |
| 22 | M&L for disconnecting existing tanks exceeding 250 litres not exceeding 500 litres, setting aside (or lowering if required) for repairs, cleaning etc., and hoisting if required reconnecting and re-fixing in position (Cleaning repairing etc. shall be measured separately) complete all as specified and directed by Engineer-in-charge. |
| 23 | M&L for disconnecting existing tanks exceeding 500 litres not exceeding 1000 litres, setting aside (or lowering if required) for repairs, cleaning etc., and hoisting if required reconnecting and re-fixing in position (Cleaning repairing etc. shall be measured separately) complete all as specified and directed by Engineer-in-charge. |
| 24 | S&F Rotational moulded PVC, Triple layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), hoisted and fixed in position all as specified in SSR Part I, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc and including 20 mm size Ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe including dismantling of existing tank complete all as specified and as directed by Engineer-in-Charge. |
| 25 | S&F Rotational moulded PVC, Triple layered, water storage tanks of capacity 1000 litre (cylindrical vertical with closed top), hoisted and fixed in position all as specified in SSR Part I, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc and including 20 mm size Ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe including dismantling of existing tank complete all as specified and as directed by Engineer-in-Charge. |
| 26 | M&L to RCC sunshades, chajjas, balconies, columns, bands, beams and similar RCC work at any position/ height by dismantling loose/ disintegrated portion including necessary scaffolding and safety arrangements and dubbing out with 15 mm to 50 mm thick cement concrete 1:2:4, type B-0 (using 12.5 mm graded stone aggregate) to make up and finished the required shape with and including finishing with 5 mm thick rendering in cement mortar 1:4 finished even and fair without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 27 | M&L for 0.56 mm thick, plain, Aluminium sheeting, Alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) on crumble joints of wall and roof of any places including demolition of old sheet complete all as specified and as directed by Engineer-in-Charge. |
| 28 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws including necessary scaffolding as required including dismantling of existing CGI/ PGI sheet complete all as specified and as directed by the Engineer-in-Charge. |
| 29 | S&F Rolled/ tubular sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to Fe-410 W(Gde E-250) quality B including dimantling of wrought iron complete all as specified and as directed by Engineer-in-Charge. |
| 30 | S&F 20 mm bore tubes, medium grade, galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete including taking down old GI pipe with all fittings complete all as specified and directed by Engineer-in-charge. |
| 31 | S&F 15 mm bore tubes, medium grade, galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete including taking down old GI pipe with all fittings complete all as specified and directed by Engineer-in-charge. |
| 32 | S&F in repair Gun-metal globe or gate valves, suitable for 20 mm dia GI pipe with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-charge. |
| 33 | S&F in repair Gun-metal globe or gate valves, suitable for 15 mm dia GI pipe with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-charge. |
| 34 | M&L for providing cement concrete 1:2:4, type B-0 (using 12.5 mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges, coping and similar works complete all as specified and as directed by Engineer-in-Charge. |
| 35 | M&L for preperation of new 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 primer complete all as specified and as directed by Engineer-in-Charge. |
| 36 | Supply and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with white cement complete all as specified and as directed by Engineer-in-Charge. |
| 37 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 38 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, in any type of soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed by Engineer-in-Charge. |
| 39 | M&L for Cement concrete 1:3:6, Type C-2 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in charge. |
| 40 | S&F 14 mm thick WPC Louvers wall paneling (panel size 192 mmx 2900 mm x 14 mm) fixed to walls with necessary clip screw/ adhesive complete all as specified and as directed by Engineer-in-Charge. |
| 41 | S&F 2 mm thick PVC sheet fillet/ angle/ beading of width 35 mm for wall paneling inclusive of fixing on to wall to make PVC Frame as per specification and drawing complete all as specified and as directed by Engineer-in-Charge. |
| 42 | M&L for Anodised aluminium snap grid frame work for false ceiling and Hangers 4 mm dia. G.I. (upto 1200 mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60 mm long and expansion hold fasteners 12.5 mm dia., 40 mm long including taking down of existing false ceiling complete all as specified and as directed by Engineer-in-Charge. |
| 43 | M&L for 4 mm Non asbestos fibre cement building boards fixed or laid/ inserted to timber/ GI/ Aluminium framework with screws complete all as specified and as directed by Engineer-in-Charge. |
| 44 | M&L for Vitrified Ceramic tiles 10 mm thick dark shade (square/ rectangular) polished, area of each tile exceeding 0.42 sqm but not exceeding 1.00 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 45 | All as per serial item No. 42.00 here-in-hefore but as in skirting over and including 10 mm rendering in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 46 | S&F 12 mm thick Toughened glass as in hinged doors, partitions, automatic doors and similar work including cutting to shape, drilling holes required complete all as specified and as directed by Engineer-in-Charge. |
| 47 | S&F double action floor spring, hydraulically regulated, made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified and as directed by Engineer-in-Charge. |
| 48 | Supply and fixing stainless steel handles for doors, 'D' type, 300 mm size complete all as specified and as directed by Engineer-in-Charge. |
| 49 | Supply and fixing factory made uPVC any colour fixed glazed partition/ window/ ventilator made of 67 mm x 64 mm & sash 67 mm x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead of appropriate dimension comprising of uPVC multi-chambered frame and mullion (wherever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I. fasteners 100 mm x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc., profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc., After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality (Glass shall be paid separately), complete all as per approved drawing & direction of Engineer-in-Charge. |
| 50 | Note: 1. for payment pupose, net area of opening shall be measured.2. For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 51 | S&F 8 mm thick Toughened glass as in windows, partitions, automatic doors and similar work including cutting to shape, drilling holes required complete all as specified and as directed by Engineer-in-Charge. |
| 52 | Supply and fixing factory made uPVC coloured sliding window three track made of extruded profile with wall thickness of 2.30 mm, window profile with hollow section with multi chamber frame (88 mm x 52 mm), sliding sash (42 mm x 67 mm), sliding mesh sash (42 mm x 57 mm), sliding interlock (one vertical length in each shutter) (45.50 mm x 28 mm), Glazing bead (24.5 mm x 16 mm) will be mitered cut and fusion welded at all corners including railing of holes for fixing hardware and drainage etc, making arrangement for fixing of hardware, EPDM gasket 1.2 + 0.2 mm thick, galvanized steel frame (30 mm x 18 mm) 02 Nos, sliding sash (30 mm x 18 mm), sliding mesh sash (26 mm x 10 mm) profile to be inserted in required profile, frame will be fixed to wall with 8 mm x 100 mm long fasteners. Hardware touch lock with zinc alloyed (white powder coated), steel roller system, Stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm, 5.5 mm thick tinted float glass and required accessories complete all as specified and as directed by Engineer-in-Charge. |
| 53 | (NOTE : The unit rate quoted by the contractor shall deemed to include the cost of glass, wire cloth and includes all other connected accessories) |
| 54 | M&L for Gl frame work for seamless ceiling comprising of Gl perimeter channel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/ intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exceeding 1.2 metre length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre including taking down of existing frame work with hangers complete all as specified and as directed by Engineer-in-Charge. |
| 55 | S&F Hangers 4 mm dia G.I. (upto 1200 mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60 mm long and expansion hold fasteners 12.5 mm dia., 40 mm long complete all as specified and as directed by Engineer-in-Charge. |
| 56 | M&L for Providing and fixing 10 mm thick plaster of paris ceiling (Gypsum anhydrous) to round and any sunk and raised moulding surface over 2nd class soft wood fillets, or metal frame work and reinforced with G.I. wire mesh (fillets, metal frame work and G.I. wire mesh paid separately) complete all as specified and as directed by Engineer-in-Charge. |
| 57 | Material and labour for preparation of new ceiling surface and applying two coats of distempering with 1st quality acrylic distemper of required shade and colour over one coat of primer all as per manufacturer's specification complete all as specified and as directed by Engineer-in-Charge. |
| 58 | Material and labor for waterproofing treatment to roof complete in the following stages :-(a) SURFACE PREPARATION:Cleaning top surface of roof/ RCC slab using electric wire cup grinder to remove surface imperfections, sharp edges or protrusions at the junctions to achieve a uniform surface profile. Cleaning thoroughly the concrete surface using a high-pressure water jet to eliminate all dirt, dust, oil spillage, laitance, and other contaminants.(b) SURFACE CRACK REPAIR:Cracks on top surface/ RCC slab wider than 1 mm required to be cut and open in V-groove manner (8 mm wide x 6 mm deep) by using mechanical cutter, clean the same and fill with high modulus, moisture curing, silyl modified polymer (hybrid) sealant and allow sealant to air cure for 3 days. |
| 59 | (c) ANGLE FILLET TREATMENT:Providing and preparing angle fillet at all vertical up stands and junctions/ corners. Moist the surface with water, apply bond coat prepared by mixing universal repair polymer (URP) and cement in 1:1 ratio by volume and apply using brush, preparing PMM by mixing 1 kg of URP, 5 kg fresh cement and 15 kg graded quartz sand, (i.e. in the ratio of 1:5:15 and preparing angle fillet (gola) of size 50 mm x 50 mm over the wet bond coat and finishing the same followed by moist curing the surface for 48-72 hours complete. |
| 60 | (d) RAINWATER OUTLET TREATMENT:Hacking and chipping the surface around the rainwater drain outlet up to 25 mm in depth, applying bond coat of universal repair polymer (URP), in ratio of 1:1 (URP 1 : cement 1) by volume, over the corners and pipe insert outlet gaps, filling the gaps around drain mouth with PMM (Polymer Modified Mortar), mixed with universal repair polymer (URP) 10% by weight of cement, in the ratio 1:3. Providing and fixing 100 mm width, 225 GSM, fiber glass chopped strand mat around the periphery of drain mouth of rainwater outlet, sandwiched with two-component UV resistant hybrid urethane elastomeric waterproof top coat. Applying two thick coats of two-component UV resistant hybrid urethane elastomeric waterproof coating to completely cover the mesh/ fabric and surrounding area.(e) WATERPROOFING APPLICATION:Preparing premix of two-component high-strength hybrid urethane elastomeric waterproofing coating using an electric double paddle mixer at low speed for 2-3 minutes until a uniform blend is achieved without dilution. Applying the waterproofing coating on an SSD (Saturated Surface dry) condition, apply first coat mix at the rate 0.8-0.9 kg/sqm using a lamb's wool roller. |
| 61 | Contd..While the coating is still wet, roll and embed a 225 gm fiberglass chopped strand mat ensuring full bonding without air bubbles or wrinkles and overlap joints by at least 5 cm at end points & allow the first coat to dry for 3-4 hours. Applying the second coat at 90 degrees angle to the first coat at 0.9 kg/sqm once the surface is dry enough to walk on. Additional coats may be applied as required to achieve a forced material consumption to obtain a DFT of 1000 to 1200 microns with minimum material consumption of 1.8 kg/sqm over 2-3 undiluted coats. The coating should terminate below the drip mold on vertical surface. The system complies achieving tensile strength 215 N/mm2 (ASTM D2370 : 2016), Tear strength 2100 N/mm2 (as per ASTM D624), Dynamic crack bridging (EN 13251 : 2016), Shore A hardness: 85, zero water permeability: at 15 bar as per (EN 12390-8: 2019), passes water migration resistance: no leakage, no temperature flexibility: (-) 20 degree Celsius after 1000 hours, UV (ASTM D1970 : 2021), Solar reflectance index : 90 (ASTM E1980 for white), Peel adhesion to concrete (wet condition, 24 hours.), ASTM C794-12, root resistance according to CEN/TS14416-2014. |
| 62 | M&L for Expansion joints complete all as specified as under:-Prepare the joint/crack by thoroughly removing all loose material, dust, laitance, and debris from the substrate. Ensure that the substrate moisture content is less than 4% prior to application.Mix the two-component, solvent-free, high-performance thixotropic epoxy adhesive in the manufacturer's recommended proportions and mechanically stir for 2–3 minutes until a uniform and homogeneous mixture is obtained.Apply the mixed adhesive on both sides of the prepared crack/joint to a thickness of approximately 1–2 mm using a notched trowel or suitable spatula. Select a flexible seal tape of width 50–75 mm, or as required depending upon the joint/crack width. Ensure that the central portion of the tape remains unbonded by placing a foam backer rod and applying masking tape over the joint prior to adhesive application. Remove the masking tape from the joint centre immediately before positioning the seal tape. |
| 63 | Contd.Place the seal tape within the adhesive open time and firmly press it into position using a suitable roller to eliminate air pockets and ensure full contact with the adhesive. After the base adhesive layer has sufficiently set, apply a second adhesive coat approximately 1 mm thick over the entire width of the seal tape. Remove any remaining masking tape immediately to obtain a neat and uniform finish.At tape terminations and end laps, clean the overlapping surfaces thoroughly and heat-weld the overlaps for a minimum length of 100 mm using a hot-air welding gun. Allow the completed system to cure for a minimum period of 7 days or as recommended by the manufacturer.The finished crack-bridging system shall exhibit an elongation at break of not less than 500%, tensile strength of not less than 12 N/mm², and high tear resistance, complete in all respects and in accordance with the manufacturer's specifications and directions. |
| 64 | Providing and laying non-woven geotextile membrane of minimum 100 GSM, laid loosely over the completed waterproofing membrane including all necessary cutting, alignment, and positioning, with minimum 100 mm overlap at all joints, complete in accordance with the manufacturer's specifications and directions, as approved by the Engineer-in-Charge. |
| 65 | Repair of damaged roof screed and formation of slopeRemoving all loose, damaged, and deteriorated concrete/screed from the roof surface in required pockets using mechanical cutters and suitable tools. Clean the prepared surface thoroughly with high-pressure water jetting to remove dust, dirt, laitance and all loose particles.Applying a bonding coat comprising Universal Repair Polymer (URP) mixed with cement in the ratio of 1:1 by volume to form a lump-free slurry. The bonding coat shall be applied uniformly on the pre-wetted substrate immediately before placing the repair mortar/concrete. |
| 66 | Laying roof screed to the required slopes and gradients using M20 grade polymer-modified concrete/mortar prepared in the proportion of 1 : 1.5 : 3 (cement : sand : coarse aggregate). Universal Repair Polymer shall be added at 10% by weight of cement. Placing, compacting, levelling and finishing the screed to the required line, level, and gradient using suitable trowels and finishing tools. The repaired surface shall be kept continuously moist and cured for 7 days, followed by air curing for 4–5 days or as recommended by the manufacturer before application of the waterproofing system.The work shall be carried out complete in all respects in accordance with the manufacturer's specifications and the directions of the Engineer-in-Charge. |
| 67 | Note for Srl item No. 54.00 to 57.00:1. The work pertaining to water proofing treatment shall be executed as per MoU between contractor and manufacturer of waterproofing material as per MoU performa attached at Serial page No. 141 to 145. Authorized applicator of the company with trained/ skilled worker will only be allowed to execute the work and the applicator will submit the authorization and experience certificate from the company. 2. The Contractor shall upload with the documents under cover I \\"Memoradum of Understanding\\" (MoU) with at least one of the manufacturers (Pidilite/ Fosroc/ Asian paints/ Sika/ STP) failing which the bid shall not be opened and shall be liable to rejected. |
| 68 | 3. The entire quantity of material will be calculated and brought on site as decided by Engineer-in-Charge and will be accepted only post-verification of PVs and challan from company through mail.4. Material will be kept in the custody of MES rep and will be issued to the authorized applicator as per requirement. 5. Each stage will be properly executed under supervision of company rep and stage passing register will be properly maintained.6. The contractors shall submit manufacturer generated 10 years warranty card during submission of final bill. |
| 69 | 7. A guarantee amount @10% against water proofing treatment will be kept as a reserve till completion of warranty period and will be released thereafter. 8. Any deterioration during warranty period will be rectified by the contractor from the manufacturer with whom the MoU is signed, without any financial effect. 9. Ponding tests shall be carried out for 72 hours after completion of roof treatment and ponding shall be done by applicator with company technical rep as per manufacturer's instructions and finally passed as directed by Engineer-in-Charge/GE. |
| 70 | Taking down copper/ aluminium point wiring (light, fan, socket or power) complete, including fittings and fixtures such as switches, ceiling roses, pendants, regulators, sockets, light fittings etc removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions seperately) and making good distrubed surfaces of wall, floors, etc complete all as specified and as directed by Engineer-in-charge. |
| 71 | Material and labour for point wiring with approved colour code multi stranded copper conductor, PVC insulated and unsheathed FRLSH cable of size 1.5 Sqmm, 1100 volts grade, two run of single core cable for phase & neutral and one run of single core multi stranded copper conductor, PVC insulated and unsheathed FRLSH cable of size 1.5 Sqmm, 1100 volts grade for earth continuity conductor to common earth and connected to earth dolly drawn in and including concealed PVC conduit of suitable size bore with all fittings terminated on and including new modular GI metal sunken box of thickness not less than 1.2 mm and suitable size of frame, cover for mounting modular switch, socket and regulator fixed on surface flush with wall, for One light/ bell/ buzzer point controlled by one switch or one fan point controlled by one switch & fan regulator, complete all as specified and as directed by Engineer-in-Charge. |
| 72 | All as per serial item No. 60.00 here-in-before but for socket outlet 3 pin 5 Amps on same board complete all as specified and as directed by Engineer-in-Charge. |
| 73 | All as per serial item No. 60.00 here-in-before but for one socket outlet 3/ 5 pin, 5 amps on independent board complete all as specified and as directed by Engineer-in-Charge. |
| 74 | All as per Serial item No 60.00 here-in-before but for one socket outlet 3/5 pin, 15 amps on independent board size of cable 2.5 sqmm for phase, neutral & 2.5 sqmm as earth wire complete all as specified and as directed by Engineer-in-Charge. |
| 75 | S&F modular switch, one way, 6 Amps, one module, 230 volts, single pole complete all as specified and as directed by Engineer-in-Charge. |
| 76 | S&F modular switch, one way, 16 Amps, one module, 230 volts, single pole complete all as specified and as directed by Engineer-in-Charge. |
| 77 | S&F Modular socket outlet, 2 in 1, 3 pin 6 Amps, single pole, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge. |
| 78 | S&F Socket outlet modular type, multipurpose, 2/3 pin, single pole, two module, 6/16 Amps complete all as specified and as directed by Engineer-in-Charge. |
| 79 | S&F Modular fan step regulator, 120 watts, 2 module complete all as specified and as directed by Engineer-in-Charge. |
| 80 | S&F Ceiling rose 3 pin, 230 volts, PVC polycarbonate insulated body complete all as specified and as directed by Engineer-in-Charge. |
| 81 | S&F modular bell push, 6 Amps, 2 module, single pole complete all as specified and as directed by Engineer-in-Charge. |
| 82 | S&F electric bell, multi music type, AC, 230 Volts, single pole complete all as specified and as directed by Engineer-in-Charge. |
| 83 | Disconnecting and taking down old unserviceable DBs/ junction box etc., of any type and size complete along with all MCBs etc., complete all as specified and as directed. |
| 84 | S&F factory made sheet metal enclosure, single door for MCB distribution board, 2 way, SPN, 240 Volts, having IP43 protection without busbar, complete all as specified and directed by Engineer-in-charge. |
| 85 | S&F factory made sheet metal enclosure, double door for MCB distribution board, 4 way, SPN, 240 Volts, having IP43 protection with 200 Amp rated copper bus bar and din rail neutral link, complete all as specified and directed by Engineer-in-charge. |
| 86 | S&F factory made sheet metal enclosure, double door for MCB distribution board, 8 way, SPN, 240 Volts, having IP43 protection with 200 Amp rated copper bus bar and din rail neutral link, complete all as specified and directed by Engineer-in-charge. |
| 87 | S&F MCCB, 4 pole, 3 phase, 415 volts of capacity 125 Amps, 16 KA with adjustable thermal and magnetic release complete with proper cooper thimble connection complete all as specified and as directed by Engineer-in-charge. |
| 88 | S&F Vertical TPN distribution board, 4 Way, double door with IP-43 protection suitable for MCCB as incomer and MCB as outgoing 415 Volts 3 Phase 50 Hz, complete with appropriate size copper bus bar and neutral link complete all as specified and as directed by Engineer-in-charge. |
| 89 | S&F MCB, single pole and neutral (SP&N), 32 Amp, 240 volts, 10 KA, 'C' series with all incoming/ outgoing connections with proper size lugs, complete all as specified and directed. |
| 90 | S&F MCB, single pole and neutral (SP&N), 40-63 Amp, 240 volts, 10 KA, 'C' series with all incoming/ outgoing connections with proper size lugs, complete all as specified and directed. |
| 91 | S&F MCB, single pole (SP), 6 to 32 Amp, 240 volts, 10 KA, 'C' series with all incomming/ outgoing connections with proper size lugs, complete all as specified and directed. |
| 92 | S&F in repair LED light fitting, 1 x 9W/ 1 x 10W bulkhead luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge. |
| 93 | Supply and fixing in repair LED lights fitting 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer-in-Charge. |
| 94 | Supply and fixing in repair LED light fitting, mirror light with high out put diffuser, 2 feet, 10 watt, 220 V, AC decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge. |
| 95 | Supply and fixing in repair exhaust fan, made of sturdy Engineering plastic body complete with louvers shutter, voltage 230V, 50 Hz, RPM 1200, Copper winding of sweep 300 mm complete all as specified and as directed by Engineer-in-Charge. |
| 96 | Supply and fixing ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep, BEE 5 star rated with brushless direct current motor (BLDC) including connecting up with three core flexible copper conductor cable of suitable size including taking down unserviceable fan and deposit to E/M Store complete all as specified and as directed by engineer-in-charge. |
| 97 | Supply and fixing heavy duty air circulator wall mounted fan, 450 mm sweep, three blades, alloy steel operating voltage at 220-240V with all mounting accessories complete including taking down unserviceable fan and deposit to E/M Store all as specified and as directed by Engineer-in-Charge. |
| 98 | Supply and fixing of electric water heater, storage type, steel body with copper inner tank and heating element upto 2 KW capacity, 25 litre, BEE 5 Star rated complete with all accessories such as safety valve, thermostate, NRV, connection piece etc. and including taking down unserviceable water heater and deposit to E/M Store complete all as specified and as directed by Engineer-in-Charge. |
| 99 | Disconnecting and taking down old unserviceable sub main wiring (copper/ aluminium) complete with batten/ conduit of any type and size removing materials and making good disturbed surfaces of walls, floors etc., complete all as specified and directed by Engineer-in-charge. |
| 100 | M&L for Sub main wiring with two runs of single core PVC insulated and unsheathed multistranded, copper conductor (FRLSH) cable of size 4.0 sqmm, LT, 1100 Volts grade, drawn through and including adequate size PVC non metallic conduit of 20 mm/ appropriate dia with accessories and fittings and one run of 4.0 sqmm single core multi stranded copper conductor (FRLSH) cable as earth continuity conductor with accessories and fittings and connecting to existing main switch board/ DB and testing on completion complete all as specified and as directed by Engineer-in-Charge. |
| 101 | M&L for Sub main wiring with two runs of single core PVC insulated and unsheathed multistranded, copper conductor (FRLSH) cable of size 6.0 sqmm, LT, 1100 Volts grade, drawn through and including adequate size PVC non metallic conduit of 20 mm/ appropriate dia with accessories and fittings and one run of 6.0 sqmm single core multi stranded copper conductor (FRLSH) cable as earth continuity conductor with accessories and fittings and connecting to existing main switch board/ DB and testing on completion complete all as specified and as directed by Engineer-in-Charge. |
| 102 | M&L of Sub main wiring with four runs of single core PVC insulated and unsheathed multistranded, copper conductor (FRLSH) cable of size 16.0 sqmm, LT, 1100 Volts grade, drawn through and including adequate size PVC non metallic conduit of 32 mm/ appropriate dia with accessories and fittings and one run of 16.0 sqmm single core multi stranded copper conductor (FRLSH) cable as earth continuity conductor with accessories and fittings and connecting to existing main switch board/ DB and testing on completion complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 103 | M&L of Sub main wiring with four runs of single core PVC insulated and unsheathed multistranded, copper conductor (FRLSH) cable of size 16.0 sqmm, LT, 1100 Volts grade, drawn through and including adequate size PVC non metallic conduit of 32 mm/ appropriate dia with accessories and fittings and one run of 16.0 sqmm single core multi stranded copper conductor (FRLSH) cable as earth continuity conductor with accessories and fittings and connecting to existing main switch board/ DB and testing on completion complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 13 daysJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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