Tender For Miscellaneous Repair Works Of Residential & Non-Residential Buildings Under Ttm-Kmu Maintenance Unit Dcsem-Civil & Ph Works
Tender Value
1.70 Crore
Estimated cost
Bid Submission
16 Nov 2026
20 days left
EMD
3.41 Lakhs
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
Mumbai Suburban → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Miscellaneous Repair Works Of Residential & Non-Residential Buildings Under Ttm-Kmu Maintenance Unit Dcsem-Civil & Ph Works
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work: Miscellaneous Repair works of Residential & Non-Residential buildings under TTM-KMU Maintenance Unit DCSEM-Civil & PH works NIT NO. DCSEM/CQD/QSB/KMU/26-27/NIT/64 dt.15.10.2026 GENERAL NOTES Sr. No. Details / Description of Notes |
| 2 | The site is situated at Anushakatinagar Mumbai. |
| 3 | The tenderers are advised to visit the site of work & its surroundings, with prior permission of Engineer-in-charge/authorised representative, to acquaint themselves about the location of work, accessibility to the site, level of sub-soil water, drainage facility for dewatering and any other matter relating to availability and carriage of construction materials, nature of work etc., and satisfy themself and then quote the rates accordingly. A Tenderer shall be deemed to have full knowledge of the site whether he inspects it or not and NO extra charges consequent on any misunderstanding or otherwise shall be allowed. |
| 4 | Tenderers shall visit the site of work, at their own cost. The request email for site visit shall be sent well in advance (preferably three working days before) for preparation of visitor pass, fixing suitable & mutually agreed date & time for site visit. The email ID for site visit is mentioned in tender documents. |
| 5 | Contractor shall take a Contractor’s All Risk (CAR) Insurance Policy in respect of entire scope of work and a Janata insurance policy to cover the compensation claims arising out of Workmen's Compensation Act-1923. The Insurance policy shall be taken for entire period of contract and copy of the same shall be submitted to the Engineer-in-Charge before commencement of the work. The insurance policy shall be taken before commencement of the work and shall be renewed during the construction period till actual completion of work. The charges for issue & renewal of insurance policy shall be borne by Contractor. In event of failure of the Contractor to obtain Insurance Policy, Running Account Payments of the Contractor shall not be released till such time the same is obtained by the Contractor & submitted to the Engineer-in-Charge. In case, Insurance Policy has validity period not matching with contract period (either due to policy start date later than actual date of start of work or policy end date earlier than actual date of completion), then penalty for gap in period shall be levied at one and half times the rate of Insurance Policy premium including GST, to be computed on per day basis. All the workers engaged on the work shall required to be insured as per Government norms at the cost of contractor. |
| 6 | The Contractor shall submit with every Running Account / Final Bill, a certificate of employment/deployment of the Technical representative(s) as per Clause 36 (i) in Schedule 'F' of \\" Salient Governing Features of the Tender\\", after certifying by Engineer-in-Charge. In the event of not fulfilling the above provisions of Clause 36(i), recovery shall be made from the contractor as per Schedule 'F'. |
| 7 | Arrangement of Electricity : as per Schedule -B |
| 8 | Arrangement of Water : as per Schedule -B |
| 9 | The drawings issued for Tender purpose are preliminary and indicative only. The Working drawings as applicable shall be issued in phased manner at the time of execution. Nothing extra shall be entertained towards revision in drawings. Drawing shall not be taken outside campus/site/premises without Gate Pass issued by EIC. |
| 10 | All the items of sub-structure include the cost of dewatering and shoring, wherever necessary, during the progress of work, till its completion without any extra cost to the Department. |
| 11 | Regarding Classification of Earthwork, Rock with average Uniaxial Compressive Strength (UCS) > 10 N/mm2 Or Rock Quality Designation (RQD) > 25% Or Core Recovery Ratio (CRR) > 0.5, shall be considered as Hard Rock. Minimum One sample for every 50 cum or part thereof for hard rock quantity shall be tested (One sample consist of minimum 3 specimens). Further, the contractor shall carry out above test at his own cost and as directed by Engineer-in-Charge. |
| 12 | The Schedule of Quantities include contingent works for other services which shall be paid under relevant Civil items. Accordingly, the Contractor shall carry out all related works such as making cut outs, nitches, pipe sleeves, foundation pockets for embedded plate, bolts, parts etc. in concrete/ brick works as and when required by Engineer-in-charge without any extra cost to the Department. |
| 13 | PPC/ Blended cement of recommended brand shall only be used for all masonry and finishing works unless noted otherwise. Only Fully treated dry, well graded sand conforming to IS 383 shall be used. |
| 14 | Only Ready Mix Mortar of approved make shall be used. The ready mix mortar shall be manufactured by preferred manufacturers, using cement-sand in required proportion. |
| 15 | The size and thickness of natural stones/ tiles mentioned for flooring dado, skirting etc. are approximate and subject to the availability in market during execution. If the required size and thickness is not available, the next higher size and thickness of tiles/ stones shall be used without any extra cost to the Department. The contractor may quote the rates accordingly. |
| 16 | Quoted rate shall hold good for plain/ curved/ any other geometric shapes & sizes of all structural/ RCC members including formworks, masonry, flooring, doors & windows, plastering, painting etc. at all leads, levels, lifts and floors including scaffolding, bracing, multilevel staging etc., unless noted otherwise. Nothing extra shall be entertained towards wastages of materials, additional labours/ tools & plants etc. to achieve the required shapes & sizes etc. |
| 17 | The Contractor shall follow the DAE safety rules strictly. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. |
| 18 | The following Security regulations shall be followed strictly while movement of labourers/ workers/ contractor's personnel including transportation of the materials etc. |
| 19 | i) The Workers, Engineers and Supervisors will be provided vigil passes (for entry into Premises) on submission of application forms in prescribed formats supported by documentary proof like Aadhar card, Voter ID card and Ration Card / Driving Licence / PAN card etc. Police Verification Certificate (PVC) is mandatory for Engineers and Supervisors (wherever desired by department). You are requested to obtain immediately Police Verification Certificate (PVC) of your regular staff deployed at site(s) in respect of works and submit the same along with necessary application to allow them to enter in premises to carry out the assigned work. ii) The Contractor shall obtain special permission for working on extended hours of working days including Saturday, Sunday and holidays etc. iii) Workers shall be escorted from the main gate of campus/premises upto the site by designated supervisors of the contractor and they are not allowed to roam around inside the premises. iv) Transport vehicles of the contractor are allowed to enter the premises for transportation of construction materials. Drivers must have valid driving license of Heavy Vehicle. v) The following Security regulations shall also be followed strictly while movement of labourers/ workers/ contractor's personnel etc. (a) The Contractor shall issue I-Cards to his workers deployed on regular basis. (b) The Supervisor of the contractor having photo pass can bring daily wage workers/ casual workers inside campus for work. He should prepare list of such workers in duplicate. The original copy shall be handed over to the representative of the Engineer-In-Charge at the gate and endorsement obtained on duplicate copy on daily basis. (c) The Contractor's personnel including daily wage workers shall be in uniform with proper identification for ease in identification of such persons at unauthorised places. (d) The daily wage workers/ casual workers employed by the contractor must wear florescence vis-a-vis wear without fail during their presence inside Campus/premises. The contractor shall provide a sleeveless Jacket to the workers in pattern, colour showing name of contractor with address and telephone number as approved by the Engineer-in-charge. All the workers must wear the same while on duty. (e) The Contractor's personnel shall follow all safety rules & security procedure that are in vogue and applicable during execution of work. Contractor shall verify the character and antecedents of the labourers employed, through local address proof issued by competent authorities such as Aadhar card, Voter ID card and ration card / driving license /electricity bills /telephone bill /gas connection document etc. The nationality of contract labourers also needs due verification. |
| 20 | Vehicular movement shall abide by the regulations imposed by the concerned authorities. The contractor shall abide by the security rules & regulations of the Department. The approach roads should be kept clean & free from obstruction for smooth functioning of existing traffic and damages caused, if any, to be made good without any extra cost to the department. Contractor may make provision for entry of vehicles by providing alternate road/ route for entry & exit during the construction work, if required, at his own cost without extra cost to the department. |
| 21 | While transporting materials from site and disposal of surplus materials, the spilled over materials/ earth/ debris etc. on the road should be got cleaned by the contractor after the day's work is over. |
| 22 | Regarding disposal of Construction waste from site of work, the agency has to abide by the guidelines of Construction and Demolition (C&D) waste management plan as approved by BMC/Local Municipal Authority and any other regulations issued by Statutory authorities in the matter from time to time and Department is not responsible in any way in this regard. i) Contractor shall strictly follow the Statutory rules and regulations of the Construction and Demolition Debris Management Plan for project site. ii) Surplus Excavated materials and construction debris shall be disposed from construction site at approved disposal ground of Local Municipal /statutory Authority including cost of necessary Statutory charges, as applicable. |
| 23 | Agency should pay necessary charges to BMC/Local Municipal Authority to get done periodical pest control / anti-larva treatment / Insecticide treatment at Construction site. After the completion of work, necessary NOC shall be obtained from BMC /Local Municipal Authority and shall be submitted to Department. The charges for same will be borne by Contractor. |
| 24 | The Agency shall take care of existing services and other department properties while carrying out job. All dismantling, demolishing and excavation work shall be done with most careful manner and with prior written approval of the Engineer-in-charge, without damaging the existing structures, services, finishes, etc. Agency shall take all precautions to cover all furniture, fixtures, glass and window panes to prevent damage. Damage, if any shall be repaired/replaced by agency at his own cost. |
| 25 | Protection of work: The Contractor shall be responsible for the protection of the work during progress. He shall also provide and maintain any other temporary substitute and material for this purpose. He shall take all the necessary precautions to prevent damage to all the works till its handing over. |
| 26 | Wherever old material/works are replaced with new one, quoted rate includes removing/dismantling the existing one and depositing the serviceable material at departmental store and disposing off debris outside the campus/ premises/ colony. |
| 27 | Since the work has to be carried out inside/ near occupied residential/office building, the work shall be executed with least disturbance to occupants of buildings. |
| 28 | Approved Samples of Materials: The Contractor shall submit samples of all materials to be incorporated in the work, without any extra cost to Department, at least 30 days before he places bulk order for the materials and shall obtain approval of samples in writing from the Engineer-In-charge. |
| 29 | Shop drawings for Aluminium work, Structural steel, Stainless steel, Structural glazing, ACP cladding, etc. shall be submitted by Contractor for the approval of Engineer-in-Charge, at least 30 days in advance prior to taking of work. |
| 30 | No labour shall be permitted to stay inside campus/premises/site. |
| 31 | Suitable area near site of work shall be allocated to the contractor for storing construction materials, for site office etc. Optimum care shall be taken by the contractor to avoid disturbing the traffic and road around the building etc. The contractor shall have to maintain proper co-ordination with the fellow agencies working simultaneously in the vicinity of subject work in order to avoid delays in any of the works going on in and around the premises. |
| 32 | The contractor shall display proper information/cautionary signage boards at site for the safety of the workers and public in general in the surrounding areas. |
| 33 | Contractor has to provide sign board at site with detailed name of project, name of client, name with contact number of contractor and minimum wages category wise at entrance of project/site without any extra cost to the department. |
| 34 | Guidelines for Scaffolding works - Quoted rates shall include all scaffolding works without any extra cost to the department.(i) Design of scaffolding for carrying out work shall be as per relevant IS Codes & specification. The contractor has to observe all safety procedure while working on heights as per IS: 3696 (Part-I) (Safety Code for Scaffolds). (ii) All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification. Further, Overhead protection should be provided on the scaffolds to protect workers on lower platform against falling objects from higher level.(iii) Necessary ladder shall be provided at required locations to enable Departmental Staff for supervision of works.(iv) Labours working on the scaffolding should be with safety belts, helmets, goggles and other safety gears.(v) Horizontal Safety Net : Nylon net with a mesh size of 25mm shall be provided at 4.0 meter height from the ground level around the buildings upto a distance of minimum 3.0 meter from the edge of the building on all sides to catch any falling objects.(vi) Vertical Safety Net: Green cloth net shall be provided to the full height of scaffolding / building and securely tied to protect falling material coming out during the progress of work. |
| 35 | Maintaining L1 position During execution of the contract, if tender structure changes due to variation in quantities (i.e Work order quantities, Substituted items quantities including quantities within deviation limit specified in Clause 12 of Schedule ‘F’ in “Salient Governing Features of the Tender”), Contractor has to give suitable discount to remain in L1 position. |
| 36 | The quoted rates shall be inclusive of wastage of labour & material, installation, testing, commissioning, transportation, loading, unloading, lifting etc. and also includes provision of all necessary manpower, tools, machinery, equipment, hoists etc. for carrying out the work in effective manner as per specifications and as directed by Engineer-In-Charge. |
| 37 | The quoted rates shall be inclusive of all Taxes, GST, Cess, Levy, duty etc. |
| 38 | Refer Prebid clarifications, minutes of meeting & corrigendum for revisions, if any, for updates. |
| 39 | The contractor shall arrange to provide the service on Saturday, Sunday and other holidays in case of emergency as required by Engineer- in- Charge. Failing which penal recovery shall be made. Decision of Engineer in charge will be final. |
| 40 | All breakdown or emergency calls/ complaints received during normal working hours as well as after working hours should be attended to, at the shortest possible time. |
| 41 | The contractor shall provide daily report stating the nature of complaints/ work done to the Engineer- in- Charge or authorized representative daily in the format. |
| 42 | The contractor shall provide & maintain triplicate book for receiving the job complaint order from Engineer- in- Charge daily in the approved format. |
| 43 | E) Each job is identified as following category based on its priority.A – Normal - 5 working daysB – Urgent - 1 working dayPenal recovery as under shall be made for delay in execution of work A – Normal - Rs 500.00/day B – Urgent - Rs 1000.00/ daydecision of Engineer- in- Charge shall be final for deciding the job as A or B Category before allotting the job. |
| 44 | ABSTRACT SHEET |
| 45 | PART I : CIVIL WORKS |
| 46 | PART II - PUBLIC HEALTH WORKS |
| 47 | PART III : REBATE ITEMS |
| 48 | PART I : CIVIL WORKS |
| 49 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 50 | Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC. (Note:- Reinforcement provided if any shall be measured & paid under relevant item.) |
| 51 | Cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) |
| 52 | Cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) |
| 53 | Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.) |
| 54 | Above Plinth Level (In Super Structure)Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL. |
| 55 | Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using angles, channels, I-Section, tees, flats, bars, chequered plates, plain plates, hollow section, bright bars etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/blockwork/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge.Note:- All structural steel work shall be as per latest version IS:800 & IS:806. All Rectangular and Square Hollow Sections (RHS & SHS) shall be conforming to latest version of IS:4923. All rolled sections shall be of Grade E-250 and conforming to latest verison of IS:2062. Welding shall be as per IS:816 & IS:6227. |
| 56 | Using structural steel sections of specified grade (YSt 240 / 310) |
| 57 | Brick masonry work using well burnt bricks from approved lot of class designation 3.5 / 7.5 (as specified) (classification as per IS:1077-1992 and min. average compression strength not less than 3.5 / 7.5 N/mm2, as specified) in cement mortar 1: 6 or using ready mix mortar (1.4), (as specified), to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. |
| 58 | In sub structure (foundation, plinth, cable pits, trenches, steps) |
| 59 | In super structure at all floors, levels & locations |
| 60 | Half Brick masonry in super structure at all floors, levels and locations, partition walls, dwarf walls, cupboard walls, parapets, under platforms, curtain walls, fins, external boxing etc using Flyash bricks having minimum class designation 10 (10 N/mm2 ) compressive strength conforming to IS:12894, of approved make and size in cement mortar 1:4 or using ready mix mortar (1.4), (as specified) to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. |
| 61 | Without RCC stiffeners |
| 62 | Random rubble stone masonry work using spotless black trap or approved local stone in cement mortar 1:6 or using ready mix mortar (1.4), (as specified), to correct line, level and plumb including curing, scaffolding, providing bond stone at 900 mm in vertical & horizontal course and including racking out of joints or simultaneous flush pointing etc all as per specifications, drawings and as directed by Engineer in charge. Rubble stone supplied by the contractor |
| 63 | a) In foundation & ground level upto plinth. |
| 64 | b) In super structure. |
| 65 | Providing & laying rubble stone soling using spotless stones of consolidated thickness as specified below with stones vertically handset interstices packed with smaller stone chips, binding with murrum/crushed sand, watering, consolidating & finishing to required levels etc. complete all as directed by the Engineer-in-Charge. Rubble stone supplied by the contractor |
| 66 | a) 150 mm thick |
| 67 | b) 230 mm thick |
| 68 | Providing and laying (IPS Flooring) cement concrete flooring of finished thickness as specified below, at all levels, location & floors, using cement concrete of (1:2:4) using with graded stone aggregate of 10 mm maximum size and finished smooth to the required line, level & slope, finishing with a floating coat of neat cement, laying in alternate bays and including cleaning the surface, curing, ramming, consolidation, pigment etc complete all as per specifications and as directed by EIC. |
| 69 | a) 50 mm thick |
| 70 | Replacement including Providing, fixing & Laying of machine cut machine polished natural stones as mentioned and including necessary cement mortar, adhesive, epoxy resin base (Arladite adhesive or equivalent, close jointed and grouted with matching cement slurry and finished to line, slope, level, plumb, curing etc, as required including cutting of stone slabs, wastages, making cut outs wherever required etc all as per specifications and as directed by the Engineer in charge. Notes : 1) Measurments of actual provided stone shall be measured for payment in sqm. |
| 71 | In dado/skirting with mirror polished, 20 mm minimum thick kotah stone fixed over bedding of 12 mm thick Ready mix mortar having Cement: Sand (1:4) |
| 72 | In staircase treads with mirror polished, 25 mm minimum thickness kotah stone slab in single piece upto 1.8 m length laid over bedding of 20 mm. thick Ready mix mortar having Cement: Sand (1:4), including half round moulding & polishing of nosing for exposed face, making three anti skid grooves (5 mm wide & 2 mm deep at 25 mm C/C) |
| 73 | In riser with mirror polished, 20 mm minimum thick kotah stone in single piece up to 1.80 m length, fixed over bedding of 12 mm thick Ready mix mortar having Cement: Sand (1:4) |
| 74 | 25mm to 30mm thick cuddappa stone, one side polished, round moulded and edge polished |
| 75 | Horizontal beading of size 30x25 mm of cuddappa stone |
| 76 | Mirror polished machine cut 16/18 mm thick Jet black Granite stone |
| 77 | Horizontal beading of size 30x16mm of Jet black Granite stone |
| 78 | 16/18 mm thick Baroda green marble stone / Pink marble stone |
| 79 | Providing & laying at all floors & locations Homogeneous Full body Vitrified tile/ Glazed vitrified tile/ Anti Skid Vitrified tileVitrified tile double charge/ multi charge (Glossy/Matt/Satin)/ approved manufacturers of sizes 600mm X 600mm / 800mm X 800mm / 1000mm X 1000mm size or as per approved size and having mimimum thickness 8.5 mm or as specified by approved manufacturer tiles conforming to IS:15622 having water absorption less than or equal to 0.08% (Group B I a), in flooring/skirting/ dado/ cladding / staircase tread/ riser at all floors and location, heights/ levels and lead in approved pattern and colour, shade laid over cement mortar bedding/ backing/ adhesive backing, including cleaning and preparing the surface for bedding/backing, spreading the neat cement slurry, close jointed and grouted with matching coloured readymade cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces,curing etc. all as per drawings, specifications & as directed by Engineer in charge.Note:- The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 80 | In flooring using Homogeneous Full body vitrified tile of size 600 mm X 600 mm laid over 20 mm thick cement mortar1:4 bedding (using reday mix mortar) and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50 kg/sqm over bedding, Add extra for using High polymer modified quick set cement based tile adhesive, water based (Type-II) of approved manufacturer and make conforming to IS:15477 as per manufacturer's specifications for thickness, laying etc. in flooring, dado, skirting, cladding etc. (For Old Construction Works using tile over tile method including making rough the existing surface as directed by EIC) |
| 81 | In skirting using using Homogeneous Full body vitrified tile of size 600 mm X 600 mm laid over 12 mm thick cement mortar 1:4 backing. |
| 82 | Providing and laying first quality matt finished / anti skid ceramic tile in flooring and water repellant ceramic tile in dado/cladding of 6 mm minimum thickness or as per specification of approved manufacturer and conforming to IS:15622 and approved colour, shade, design, pattern in cement mortar bedding/ backing, close jointed and grouted with matching cement slurry to match the colour of the tiles, finished tolevel, line, slope and plumb including cutting of tiles, making openings /cutout if necessary, wastage and final cleaning of surfaces as required, curing etc. complete all as per drawings, specifications & as directed by Engineer in Charge. |
| 83 | In Flooring with 300 mm X 300 mm or approved size anti skid ceramic tile laid over 20mm thick cement mortar bedding1:4 (1 cement : 4 coarse sand) using reday mix mortar. |
| 84 | In dado/ cladding of size 300 x 600mm/300 x 450mm or approved size with approved design/pattern water repellant ceramic tile laid over 12 mm thick cement mortar backing of (1:4), PVC corner beading/ nosing of approved quality and colour at the corner and edges of the tiles including finishing and embedding in the wall etc. complete all as directed by the Engineer- in-charge. |
| 85 | Providing and fixing in flooring with anti skid tiles (Full body Vitrified tile) of size 300X300X15 mm thickness (Approx size), Endura Exterior Grade tiles of approved make and pattern with 20 mm thick 1:4 Cement mortar / (Using Ready mix mortar, as specified) bedding and jointing with cement slurry @ 3.3 kg/sqm including pointing with white cement mixed with pigment of matching shade including all labour, material, wastage etc complete all as specifications and as directed by the Engineer-In-Charge. |
| 86 | Removing and refixing rough/ smooth finished interlocking paver blocks of 60/80 mm thickness for pavement in footpath / parking at required loactions including supplying & levelling the stone grit and dust of 50 mm thick in proper line and slope evenly spread over the sub base after removing the existing stone dust including consolidation of sub base, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface including storing serviceale materials and disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge. |
| 87 | Providing in flooring & skirting 3 mm thick and 8.5 mm deep grout line using PVC spacers for creating true alignment and gap between vitrified tile work, if shown in the drawing & the 3mm spacer joints filled with approved epoxy tile grout including all labour material, wastage etc complete all as per specifications and as directed by Engineer-in Charge |
| 88 | Providing in flooring & skirting 3 mm thick and 8.5 mm deep grout line using PVC spacers for creating true alignment and gap between vitrified tile work, if shown in the drawing & the 3mm spacer joints filled with approved cement based tile grout including all labour material, wastage etc complete all as per specifications and as directed by Engineer-in Charge |
| 89 | Providing & laying rough shahabad stone 40 to 50 mm thick for pavement in footpath including supplying & levelling the stone grit and dust of 50 mm thick in proper line or slope including filling the joints with 30 mm thick PCC 1:2:4 using agg. of 10 mm size an finishing of joints with CM 1:3 with 15 mm x 10 mm groove all around the stone and including providing 100 x 100 mm edging with cement concrete 1:2:4 cleaning site cutting bushes, plants & levelling the surface by excavation upto 150 mm thick, transporting & disposal of the unwanted materials like cut grass, vegetation, surplus earth, debris at directed place etc complete all as per specifications and as directed by the Engineer- in- Charge. Note: Measurement shall be for each fittings/ fixtures/ board. |
| 90 | Providing and fixing in position 2nd class C.P. teak wood panelled door shutters of specified thickness (25 to 40 mm thickness) having styles (100 mm minimum width), top, middle & lock rails (150 mm minimum width), bottom rails (150 mm to 200 mm width) with treated under vaccum pressure and kiln seasoned secondary species timber with insert panels of 25 mm thick best quality teak wood panels / 12 mm thick marine plywood including painting the shutters all over with two coats of synthetic enamel paint of approved make & colour over one coat of approved wood primer etc complete all as per specifications, & as directed by Engineer-in-charge (second class teak wood door shutter ) |
| 91 | Providing and fixing in position second class approved quality teak wood moulded, rebated frames of 50 x 50 mm wrought and finished sizes, conforming to IS : 4021 -1967 for cupboard/ exhaust fan frame etc.at all height and location, including making holes in concrete/masonry walls and providing and fixing MS hold fasts 300x30x3mm thick embedded in plain cement concrete 1:3:6 in case of brick work and MS coach screw 100 mm long or equivalent size in case of RCC/stone works including painting two coats of bitumastic paint for all unexposed surfaces coming in contact with concrete/brick masonry and and including finishing as specified etc. complete all as per drawing, specification, and as directed by the Engineer in Charge. |
| 92 | Including painting the exposed surface with two coats of synthetic enamel paint of approved make and shade over a coat of approved primer. |
| 93 | Providing second class teak wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing, making rebates for shutters, making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour and including finishing as specified etc. complete all as per specifications and as directed by the Engineer-in-charge |
| 94 | a) Including painting the exposed surface with two coats of synthetic enamel paint of approved make and shade over a coat of approved primer. |
| 95 | b) Including polishing with two coats of french spirit polish over a coat of wood filler to form uniform neat finish of approved make and shade. |
| 96 | Providing and fixing 19 mm thick marine ply door shutter at all floors and levels consisting of single or double leaf shutters bonded with phenol formaldihyde resin of approved manufacture, with second class teak wood lipping of size 19mm X 20mm all round the shutter, including providing and fixing 1mm thick decorative laminate sheet of approved colour and shade fixed over both sides with approved adhesive as shown in drawing including cost of all materials, adhesives labours, wastages including fixing of fitting and fixtures (cost of fitting & fixture will be paid under relevant item) painting the edges with Synthetic Enamel paint etc. all complete as per specification, drawing and as directed by Engineer-In-Charge. |
| 97 | Supplying & fixing in position the following type solid core block board flush door shutter (Single/ double leaf) with commercial ply facing / prelamination on both sides conforming to IS 2202 (Part-1) of approved make & brand with external / internal type second class teak wood lipping alround of required width and depth (20 minimum thickness all around) of shutter as per IS/as specified, fixing shutters in position to HMPS door frames/ wooden frames/ granite frame works (door frames shall be paid separately under relevant item) at all floors by cutting/ planing if necessary including labour for fixing of the fittings & fixtures as per drawing with wooden packing pieces if necessary (but excluding the cost of fittings and fixtures with SS screws which shall be paid separately under relevant item), including view panel wherever required as per drawing, finishing as specified all as per specifications, drawings and as directed by Engineer In Charge. With commercial ply finish on both faces including providing & applying two coats of synthetic enamel paint of approved make and colour over a coat of approved pink wood primer / One face with melamine polish and other face with synthetic enamel paint / Both faces with melamine polish |
| 98 | a) For Door 35 mm thick |
| 99 | b) For Door 38 mm thick |
| 100 | Providing and fixing in position 2nd class C.P. teak wood panelled door shutters of 35 mm thickness (35 mm thick frames and 12 mm thick marine plywood panel), having styles (100 mm X 35 mm), top, middle & lock rails (150 mm X 35 mm), bottom rails (200 mm X 35 mm) wide, with 12 mm thick marine playwood (IS:710) panels including painting the shutters all over with two coats of synthetic enamel paint of approved make & colour over one coat of approved wood primer etc complete all as per specifications, & as directed by Engineer-in-charge |
| 101 | Removing carefully the existing flush door shutters and refixing the same to its position after laying new tiles on flooring including cutting the shutters at bottom portion as per site condition , lipping the cut exposed surface with teak wood lipping including nails, screws,adhesive etc complete all as dierected by the Engineer in charge. |
| 102 | Providing and fixing in position, at all levels & loaction, stainless steel (SS-304) Mosquito Net/ Wire Mesh/ Wire gauze made with 0.5 mm dia wire and 1.4 mm aperture (on both directions) including fixing, cutting, wastage and including painting with two coats of synthetic enamel paint of approved shade and make over a coat of approved steel primer, scaffolding etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 103 | Providing, Fixing & Supplying following type of approved quality miscellaneous fittings, fixtures and fastenings along with necessary SS screws, bolts, nuts, washers, wooden packing pieces if necessary etc and other standard accessories complete all as per specifications and as directed by the Engineer-in-Charge. |
| 104 | Supplying 6- lever Mortice lock of chromium plated brass parts & body of approved brand & make, 200mm Handle Set Lock Body CK mortice lock with chromium plated brass screws etc. lock shall be fitted as per manufacturer specification and as directed by Engineer in charge. |
| 105 | Supplying 7 lever premium night latch with triplicate key of approved make |
| 106 | Supplying concealed type heavy duty self closing hydraulic Door closer openable type in the direction of escape of approved make for door shutters. |
| 107 | Providing, fixing & Supplying at site of work approved quality and manufacturer, confirmed & marked with relevant IS (wherever applicable), Stainless steel (SS-304) fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws, bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 108 | SS But hinges (Heavy Weight) of size (125 X 75 X 3.0 mm) , ball bearing type, fire rated & tested |
| 109 | S. S. Telescopic viewer ( Magic eye piece ) |
| 110 | D type S. S. bow handle 100 mm long |
| 111 | S. S. Tower bolt 200 mm long x 12 mm barrel |
| 112 | Aluminium Tower bolt 100 mm long x 10 mm barrel |
| 113 | S. S. Aldrop 250 mm long x 16 mm diameter rod with an extra staple. |
| 114 | S.S Tower bolt 75 mm long with 10 mm dia barrel |
| 115 | Aluminium Door stopper with twin-rubber bushing (shutter mount type) |
| 116 | D type S. S. bow handle 150 mm long |
| 117 | S. S. Aldrop 300 mm long x 10/12/16 mm diameter rod with an extra staple. |
| 118 | C.P. brass single Towel Rail 450mm long of Jaquar Brand 'Continental' Cat. No. ACN-1111 SM or approved equivalent make |
| 119 | S. S. magnetic door catch (Wall mounted) |
| 120 | Providing and fixing heavy quality PVC roller wheels with ball bearing of approved make for aluminium sliding window shutters with necessary screws, material, labour, cutting, making good etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 121 | Providing and fixing heavy quality 100 mm long sliding window zinc body lock with nylon hook and bracket, (Star lock or approved equivalent) for aluminium sliding window shutters with necessary screws, material, labour, cutting, making good etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 122 | Providing and fixing heavy quality 150 mm long sliding window zinc body lock with nylon hook and bracket, (Star lock or approved equivalent) for aluminium sliding window shutters with necessary screws, material, labour, cutting, making good etc complete all as per specifications and as directed by the Engineer-in-Charge. Note: A sample of each material listed above should be got approved by Engineer-in-Charge before supply. |
| 123 | Providing & fixing good quality SS floor grating (Jali) in bath & toilet including fixing the jali with white cement matching the floor level etc. complete as per specification, drawings and as directed by EIC. (Stainless Steel (S.S.) Bathroom Jalli, 5 inch (125 mm) diameter, With/Without centre-hole) |
| 124 | Supplying & fixing of Nylon rope (Cloth Hanger purpose) 6 mm dia as directed by the EIC |
| 125 | Providing, fixing & Supplying at site of work approved quality and manufacturer, confirmed & marked with relevant IS (wherever applicable), anodised aluminium fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws, bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc complete all as per specifications and as directed by the Engineer-in-Charge. Note: A sample of each material listed above should be got approved by Engineer-in-Charge before supply. |
| 126 | SS But hinges (Heavy Weight), IS:12817 of size (125 X 64 X 2.5 mm) |
| 127 | Anodised Aluminium handles 125 mm with plate 175 x 32 mm |
| 128 | Magnetic catcher having double strip, 40 mm size horizontal / vertical type for cupboard, ward robe shutter etc. |
| 129 | SS.Tadi 200 mm long & size 12 x 15 mm |
| 130 | C.P. brass single Towel Rail 600mm long of Jaquar Brand 'Continental' Cat. No. ACN-1111SM or approved equivalent make |
| 131 | S.S.Piano Hinges 19mm x 19mm x 1 mm |
| 132 | S. S. Door stopper with twin-rubber bushing (shutter mount type) |
| 133 | S. S. Safety chain with staple link |
| 134 | Bright finished SS cupboard or Wardrobe or letter box lock with four levers & duplicate keys of approved make and brand including necessory screw (50 mm size) |
| 135 | Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/louvers, of approved manufacturer and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and neoprene cushions/ gasket accommadated in grooves, necessary bronze anodised screws etc, all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note:- Only clear opening of glass shall be measured for payment. |
| 136 | 4 mm thick clear float glass |
| 137 | 5 mm thick clear float glass |
| 138 | 6 mm thick clear float glass |
| 139 | 5 mm thick Bajra (pin headed) / Translucent glass |
| 140 | Cement plastering work using cement sand mortar and finished thickness as specified below without neat cement punning, at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation, even & smooth surface in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. NOTE -a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge.b) Whenever the electrical contractor/agency has to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces.c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work.d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams. |
| 141 | 12 mm thick |
| 142 | 15mm thick. |
| 143 | 20 mm thick (In two coats (10 + 10) / (12 +8) mm thickness) |
| 144 | Providing Cement plaster 20 mm thick in skirting with using Ready Mix Mortar (1:4), finished smooth with a floating coat of neat cement, correct to line, level and plumb including rounding of junctions with flooring etc complete all as per specifications, drawings & as directed by Engineer in charge. |
| 145 | Sand faced plastering work using cement sand mortar (1:4) or using ready mix cement mortar having cement : sand (1:4) and finished thickness as specified below at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. NOTE:1. The contractor must take full precautions that original brick work is not damaged while dismantling of plaster. Incase of any damage the same shall be made good with 25g chicken wire mesh at his own cost. No separate payment for any additional thickness of plaster if any will be made. Contractor must visit site and acquint himself with the condition of building. |
| 146 | 20 mm thick in two coats for brick/ concrete surfaces (external / internal) (back coat and finishing coat of 10 mm. thick each) with water proofing agent @ 2% by weight of cement or as per manufacturers specifications. (Using Cement : Sand (1:4) mortar) |
| 147 | Providing (as mentioned below) pointing on stone masonry surface with cement moratr (as mentioned below) at all floors, levels & locations including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. |
| 148 | a) Raised and cut pointing. |
| 149 | Pressure grouting through RCC wall by drilling holes in RCC to required depth (min 150 mm depth) without causing any damages to reinforcement, inserting 1/2'' dia PVC pipe in hole securing the sides of the hole with cement mortar 1:2, pressure grouting with a mix of Cement slurry with 225 gm Dr. Fixit pidicrete AM or equivalent per 50 kg cement bag and continuing the pressure grouting till the flow of cement slurry stops, removing the PVC pipe, sealing the hole with Polymer modified mortar etc. ensure curing by applying curing compound etc. Complete all as per specification and directed by EIC. |
| 150 | Providing and applying pre tested and approved make, water based, non pigmented wet curing compound to concrete/ masonry / plastered surface, at all floors, levels & location including all wastage, labour, material, scaffolding etc complate all as per specification and as directed by Engineer-in-charge. |
| 151 | Repairs to damaged RCC structural members at all locations/ floors using polymer modified cementatious mortar, for strengthening the existing RCC structural members using acrylic based polymer confirming to the following technical specifications and comprising the following operations: Polymer required for the work shall be procured by the Agency from approved Manufacturers Like M/s Astra , M/s Anuvi, M/s Apcotex or other approved equivalent manufacturer confirming to technical requirements as mentioned below. Appearance: Milky whitePh- value : 9-10Specific gravity : 1.055+/-0.005Solid contents(%w/w)-: 44+/-1Viscocity at 25 degree C temperature (in sec): 15-20Testing of the material as per relevant codes at NABL approved third party Lab. is to be done by the Agency for every batch/lot of supply.Bond coat should be applied @ 0.37 ltr./layer/sq.m.Minimum FM of silica sand should be 2.10 |
| 152 | Building up with polymer modified cementatious mortar for RCC structural members etc. in layers not exceeding 20 mm in a day (proportion – cement 50 Kg. : Silica sand 125 Kg. : polymer liquid 10 ltrs.) with necessary bond coat (polymer : Cement = 1:1 by volume) for tack coat and also for subsequent layers using polymer including curing, covering the flooring /window with tarpaulins or equivalent covering material to avoid deposition of polymer mortar and cleaning of floor / windows thoroughly on completion of repair work etc. complete all as per specifications and as directed by the Engineer-in-charge. Polymer used for this work in KG shall be measured for payment. |
| 153 | Providing, applying and finishing with silicon & acrylic emulsion based water thinable sealer (Damp block) over old / new, concrete/plastered surface, at all floors, levels & location using two or more coats to form uniform neat finish, of approved make material suitable for wet/damp surface, shade and pattern including labour, material, scaffolding, surface preparation using sand paper, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 154 | Providing & Applying seamless Acrylic based chemical waterproofing system with minimum 1 mm DFT (dry film thickness excluding thickness of membrance) including surface preparation as per notes, including providing & applying crack filler & sealer, primer coat, reinforcing membrane (minimum 45 GSM) and multiple layers of chemical coat (2 to 3 coats as per manufacturer's specification with minimum consumption @ (1.6 +/- 5 % kg per sqm for horizontal surface and 1.0 +/-5 % kg per sqm for vertical surfcae) , removing the existing damaged water proofing treatment completely ( by machine polishing & grinding), washing by water jet, cleaning, all complete as per the manufacturers specifications and as directed by Engineer-In-Charge. (Over terrace slab, top of mumty, water tank and parapet etc. at all levels & locations & Floors)Note:- Surface preparation and application of waterproof system :i) Preparation of surfaces by cleaning using high pressure water jet and remove all dirt, loose particles using metal brush (Removing all old existing water proofing treatment by machine grinding & polishing), opening up of cracks and grouting / filling the same with crack seal / chemical grout of same manufacturer. ii) Repaired surface shall be verified by EIC before further applications.iii) In case of improper slope, local depression etc., maintain the slope using polymer modified mortar or concrete 1:2:4 using 10 mm down aggregates which will be paid under relevant item. iv) The existing waterproofing ( viz APP Membrane / Chemical ) shall be removed properly before this new applications. v)Agency shall submit a detailed step by step method statement of application of entire water proofing system prior to the commencement of work for approval by department. |
| 155 | Over Horizontal surface, with reinforcing membrance |
| 156 | Providing & applying silicon selant in joints between sliding window frame and stone jamb of approved quality of M/s. Dr. fixit. or approved equivalent including labour for cleaning the joint, filling the sealant , removing excess sealant after application for width upto 5 mm x 5 mm depth etc. complete all as per manufacturer’s specifications. etc.complete all as directed by the Engineer-in-charge. |
| 157 | Filling in bath, W/C, toilet, depressed areas with water proofing brick bat coba of the agency approved by the department at all floors, levels and locations upto the required level and making the surface finished suitable to receive floor finish, including finishing, curing, compaction etc all complete as per drawings and water proofing agency's specifications & as directed by the Engineer-in charge. ( Note:- The generally brick bat coba consist of broken brick bats of size 25 mm to 115 mm with 50% of Cement Mortar (1:4) using Ready mix Cement mortar (as specified) admixed with approved water proofing compound conforming to IS:2645 as per manufacturer's specifications) |
| 158 | Providing cement based waterproofing treatment to the sunken floor of water closets, bath rooms, nahanis, washing places etc. giving injections to the concrete surface as required with cement and approved waterproofing compound solution to fill all inherent holes, voids, honey-combs etc. in the concrete, applying waterproof plaster of about 25 mm thick for the floor areas of the depression and about 18mm on the side walls of the depression and continue the vertical treatment on the walls above the proposed floor finish upto a height of 600 mm with surface suitable and even to receive tiles, including testing the treatment for water tightness by impounding water for 7 days etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 159 | Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per specifications and as directed by the Engineer-in-Charge. |
| 160 | Providing and applying one coat of white cement based wall care putty of approved make over entire surface including preparing old painted surfaces by thoroughly scrapping oil bound distemper /acrylic emulsion / white wash etc, filling up the cracks, crevices, depression, holes, including sand papering and making surfaces even and smooth dusting /cleaning, applying one coat of approved cement primer, scaffolding , covering the furniture etc with tarpaulins or eqivalent covering materials, cleaning of all surfaces etc.& disposing of debris outside colony etc.complete as per specifications and as directed by the Engineer-in-Charge. |
| 161 | White washing for ceiling & walls of rooms and staircases in two coats on old works with lime of approved quality by adding blue and glue in required quantity including scaffolding, scrapping, wherever required,cleaning the surface with sand paper and fibre broom and filling the cracks, holes, with approved putty and making even surfaces etc. complete as per specifications including cleaning of floors, doors, windows etc. as directed by the Engineer-in-Charge. |
| 162 | Providing & applying acrylic oil bound distemper in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic oil bound distemper of approved make and shade including one coat of approved cement primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic distemper shall have VOC content less than 50 grams/ litre) |
| 163 | a)On Old Surfaces (Including thoroughly scrapping, removal of old paint, if any, sand papering & preparing the surfaces, applying approved putty for touch up to fill up crevices mild depression etc, necessary covering material (tarpaulin etc), cleaning, removal of splashing & droppings of floors, wall, ceiling, doors & windows etc & disposing of debris at directed place inside colony. ) |
| 164 | Providing & applying acrylic emulsion (plastic) paint for internal plastered surfaces in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make and shade including one coat of approved cement / acrylic primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre)On |
| 165 | Old Surfaces (Including thoroughly scrapping, removal of old paint, if any, sand papering & preparing the surfaces, applying approved putty for touch up to fill up crevices mild depression etc, necessary covering material (tarpaulin etc), cleaning, removal of splashing & droppings of floors, wall, ceiling, doors & windows etc & disposing of debris at directed place inside colony. ) |
| 166 | Providing & applying flat oil paint in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made flat oil paint of approved make and shade including one coat of approved cement primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Flat Oil Paint shall have VOC content less than 50 grams/ litre) |
| 167 | On Old Surfaces. (Including thoroughly scrapping, removal of old paint, if any, sand papering & preparing the surfaces, applying approved putty for touch up to fill up crevices mild depression etc, necessary covering material (tarpaulin etc), cleaning, removal of splashing & droppings of floors, wall, ceiling, doors & windows etc & disposing of debris at directed place inside colony. ) |
| 168 | Providing & applying premium royal acrylic emulsion (plastic) paint for internal plastered surfaces in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made royal acrylic emulsion paint of approved make and shade including one coat of approved cement / acrylic primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Premium Acrylic emulsion shall have VOC content less than 50 grams/ litre) |
| 169 | On Old Surfaces (Including thoroughly scrapping, removal of old paint, if any, sand papering & preparing the surfaces, applying approved putty for touch up to fill up crevices mild depression etc, necessary covering material (tarpaulin etc), cleaning, removal of splashing & droppings of floors, wall, ceiling, doors & windows etc & disposing of debris at directed place inside colony. ) |
| 170 | Providing & applying exterior grade 100% acrylic emulsion paint for external surfaces (plastered / concrete) in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make, shade and pattern including one coat of approved acrylic based water repellent primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre. UV resistance as per IS:15489, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. |
| 171 | Over Sand faced plaster and RCC Jalli . |
| 172 | Providing & applying synthetic enamel paint in two or more coats on old / new wooden / steel surface, at all floors, levels & location using ready mixed & ready made synthetic enamel paint of approved make, shade and pattern including one coat of approved wood / steel primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Synthetic enamel paint shall have VOC content less than 50 grams/ litre). |
| 173 | On wooden surfaces including one coat of wood primer |
| 174 | On Steel surfaces including one coat of steel primer (red oxide based) |
| 175 | Providing, applying and finishing with ready mix wax polish over old / new, wooden surface, at all floors, levels & location using two or more coats of ready mix wax polish form uniform neat finish, of approved make, shade and pattern including labour, material, scaffolding, surface preparation using sand paper & wood filler, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 176 | Providing and applying one coat of base primer (Apex Ultima protect of M/s. Asian paints or Aquatech of M/s. ICI Dulux or equivalent) and two top coats of acrylic water proof exterior coating of Apex Ultima Protek of M/s. Asian Paints / Weathershield flexx rain proof system of M/s. ICI Dulux or other approved equivalent make and shade over the sand face / form finished surfaces / rough cast plaster at all locations as required, thoroughly mixed and applied at an interval of 6-8 hours for each successive coats and ensure consumption of 0.47 ltr/Sqm for 3 coats, (base coat @.29 Ltr/sqm & two top coats @0.18 Ltr/sqm ) for sand face surfaces, including preparation of surface, cleaning and filling the cracks and crevices with Latex caulking crack filler etc complete generally as per the manufacturer's specification and as directed by the Engineer-in-Charge. NOTE: 1) The surface shall be cleaned with water jet with high pressure water pump spray of at least 100 kg/sq.m. and brushing/ rubbing with coir to remove all foreign materials etc before painting work. 2) The entire treatment shall stand guarantee for water tightness from external treated surfaces and for bone dry conditions for a period of Five (5) years .The guarantee shall be given on the regular format of the Department under Conditions of Contract. 3) Lower consumption less than as mentioned will be recovered @ Rs. 450/ltr4) Any leakages complaints received with a period of 5 years from the date of competion.The contractor shall employee sufficient labour and rectify the leakages immediately within 7 days of those of such complaint from EIC |
| 177 | Over sand faced plastered / Form finished surfaces |
| 178 | Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 179 | Reinforced Cement Concrete (RCC) including cutting of steel reinforcement bars by cutter, gas welding etc |
| 180 | Brick masonry work in cement mortar including cement mortar plastering / pointing work |
| 181 | Stone masonry work in cement mortar including cement mortar plastering / pointing work |
| 182 | Plain Cement Concrete (PCC) |
| 183 | Carefully cutting the existing road surface for laying of services (pipe, cable, conduit etc) including making good the same after laying of services, including providing & laying extra material required for making the surface good, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 184 | Bituminious Road, pavments etc |
| 185 | Supplying, fixing & erecting M.S. Double steel tubular scaffolding using 'H' frames with cup lock type with horizontal and vertical rows @ suitable spacing as per I.S. specification, scaffolding made with 40 mm dia heavy class MS seamless pipe, suitably overlapped at junctions and cross braced wherever required securely tied, supporting the scaffolding with building members, including dismantling & taking back the scaffolding, providing necessary safety belt, helmet & safety equipments to labours for works and including providing & fixing necessary required MS tube challies, MS clamps, MS staircsae system in scaffolding, working platform etc etc complete all as per specifications and as directed by the Engineer-in-Charge. Note:-1. Suitable double nylon net with a mesh size of 25mm shall be provided at 4 M. height from the ground level around the buildings upto adistance of minimum 3 M. from the edge of the building in all sides to catch any falling objects causing accidents.2. Screen of suitable material shall be provided to the full height of scaffolding and securely tied to protect falling bodies coming out during the work is in progress.3. Contractor has to provide nylon mesh and screen to avoid falling bodies at his own cost and no extra payment shall be made for same.4. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. Making arrangments for inspection of work at required location with essential safety features.5. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.6. The scaffolding shall be using good quality and sturdy 'H' frames with horizontal and vertical MS pipes of minimum 40 mm nb @ suitable spacing as per latest relevant I.S. specification which should be suitably overlapped at junctions and cross braced wherever required and securely tied, supporting/anchoring the scaffolding with building members as permitted, at every alteranate floor level along the height of the building, tieing the free ends of frames at terrace level, providing bearing plates and making foundation blocks at the bottom of each legs of H frames for proper bearing and support |
| 186 | Supplying & fixing 25 mm thick PVC integral free foam sheet in form of flush finish door shutter, manufactured by M/s. Jain Irrigation Systems Ltd. (Ex-cel sheet) , Rajashree Plastiwood or other equivalent approved make of white colour, solid section, extruded rigid, light weight sheet with fine & homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides including providing recessions for hinges and providing & fixing 3 nos 100 mm heavy duty S.S. hinges and 2 Nos. 100 mm heavy duty aluminium baby latches, 2 nos. of 100 mm Al. Bow handles with back plate of M/s Shalimar Hardware or equivalent and including providing a vision panel opening of size 300 mm X 200 mm including providing and fixing PVC moulded louvers on both faces in the opening of vision panel with ss screws, all edges to be smooth finish with mixture of PVC powder & solvent etc complete all as per specifications and as directed by the Engineer-in-Charge.. |
| 187 | Supplying & fixing PVC integral free foam sheet at all levels & loaction, manufactured by M/s. Jain Irrigation Systems Ltd. (Ex-cel sheet) or other equivalent approved make of white colour, solid section, extruded rigid, light weight sheet with fine & homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides all edges to be smooth finish with mixture of PVC powder & solvent etc complete all as per specification and as directed by the EIC. |
| 188 | 10 mm Thick |
| 189 | 18 mm Thick |
| 190 | Removing carefully exsisting sliding window for making of marble frame as per drawing, specification, repairing and refixing the same with replacing deteoriated/damaged fittings of approved Bronze anodised aluminium fittings and accessories, latching fixture, rollers with ball bearing of superior quality all as shown in the drawing including with necessary bronze anodised screws, grouting the gap with sealant etc all complete generally as per drawing, specifications etc, all as directed by Engineer-in-Charge. Note: marble frame, New aluminium sections and broken glass shall be paid in relevant item (only deterioated/existing damaged). |
| 191 | Providing and fixing 1.0 mm thick decorative laminated sheet of plain /wood grain in gloss / matt finish of approved make with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS:2046 Type S, including cost of adhesive of approved quality,removing and refixing door shutter, cutting, including cutting the shutters at bottom portion as per site condition ,wastage including disposal of debris outside colony etc complete all as per specifications and as directed by the EIC. |
| 192 | Carrying out miscellaneous welding work at all levels & location for MS windows, ladders, fencing, gate,etc including required peg stay,cleat, louver cleat, hinges, member, hook, bolt,nut other required materials, labour, welding machine, welding rod etc complete all as per specifications & as directed by the Engineer-in-charge. |
| 193 | Providing and applying non shrinkage crack filler of Dr.Fixit Crack X Paste / smart care crack seal of Asian paint in paste form / Aquatech crack filler in paste form of Dulux or other equaivalant material including opening the loose part of the existing crack , making the same in V - shape in required depth & width, cleaning the groove by removing dust, oil, grass, loose particals etc., press the crack filler in to the crack one time only with a spatula or putty knite and level the surface etc. completed all as per manufacturer's specifications and as per direction of the engineer-in-charge. |
| 194 | Dismantling wooden / steel door frame inluding architraves, holdfast etc by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 195 | Providing cement based waterproofing treatment to the inside surface of water tank by giving injections to concrete bottom slab and walls with cement and approved water proofing compound solution to fill up all inherent holes, voids, honey combs etc in concrete as per 'Injection & Surface' method of the agency approved by the department using cement based waterproofing treatment of 50 mm and 25 mm thick for the floor and walls respectively, of the overhead water tank on terrace, finished perfectly smooth to correct line, level and plumb including preparing the existing surfaces, necessary scaffolding, finishing smooth, curing etc. complete as per waterproofing agency's specifications and testing water tank for the water tightness and rectification of defects, if any, to render the outer surface bone dry etc complete as per specifications & as directed by the Engineer in charge. (Note:- The measurement for payment shall be actual area covered by treatment.). |
| 196 | Providing and fixing heavy quality anodised aluminium peg stay along with eye for alumininium windows with necessary screws, material, labour, cutting, making good etc complete all as per specifications and as directed by the Engineer-in-Charge.. |
| 197 | 250 mm long |
| 198 | 300 mm long |
| 199 | Supplying, fabricating and fixing in position at all floors Aluminium sliding/top hung/fixed/ adjustable louvered windows & ventilators with rivit joint of specified size, made of integrated bronze anodised matt finished (15micron thick) aluminium section (extruded) , including for making exhaust fan frame work, handles of specified size etc, of approved manufacutres for following types with extruded sections of Jindal / Hindal / Aluminax or other approved equivalent make of approved sections with size and wights as directed for frames and shutters (including wastages if any) confirming to relevant IS specifications with all approved Bronze anodised aluminium fittings and accessories, latching fixture, 2/3 rollers with ball bearing of superior quality all as shown in the drawing including providing and fixing aluminium channel beading/glazing clips fixed with necessary bronze anodised screws, grouting the gap with sealant and including dismantling of existing window frame and shutter, glass and depositing same to dept store etc all complete generally as per drawing, specifications etc, all as directed by EIC. |
| 200 | Using integrated anodised (of approved colour & Shade) having glossy/matt finished [Minimum anodic coating of 15 micron thick (Grade AC-15)] aluminium section. |
| 201 | Anchoring reinforcement bar into RCC slab, beam, column, which consists of carefully drilling hole in R.C.C. member with Tungusten bit cleaning the drilled hole with blower, injecting Hilti Chemical grout (Hilti-RE-500) or approved equivalent & placing of re-bar etc complete all as per drawing, specifications and as directed by Engineer-in-Charge. (Note:- Reinforcement bar will be paid under relevant item) |
| 202 | Anchoring 12 mm dia reinforcement bar, drilling hole of 16 mm dia, having embedded depth upto 200 mm. |
| 203 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws etc complete all as per drawings, specifications and as directed by the Engineer-in-Charge. (Note:- (Level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately) |
| 204 | Attending and carrying out day to day maintenance complaints of residential and non-residential buildings under KMU, including minor repairs such as leak rectificatons , choke removal, replacement of small fittings, minor plaster repaires, patchwork, small PCC repairs, tile refixing, minor brickwork repairs, door and window repairs, hinge replacements, repaire of locking arrangement, minor repairs, to wooden fittings, cleaning of floor traprs, cleaing of inspection chamber, repair to rain water pipe and other works assigned by enggeging half-day man power with necessary tools, tool bag, transportation by electeric two wheeler, completed in all recepects as directed by Engineer-In Charge. |
| 205 | Supplying precast fibre reinforced concrete perforated frame and covers for storm water drains / chambers, tested to ultimate load as per IS 1726 (part-I; latest revision) manufactured by approved manufacturer including transporting, placing in position etc.complete as per specifications and as directed by the Engineer in Charge. |
| 206 | Heavy duty perforated covers M-50 to withstand Heavy traffic tested as per IS-1726, cover of approximate size 700x550 mm and thickness not less than 100 mm, having 75mm bearing with circular holes as required and frame with size 850x700x150 mm thick as per specification, drawings and as directed by the Engineer in Charge. Note : The thickness indicated is minimum requirement. However the rates are inclusive for higher thickness of drain covers as per the design requirement specified by Manufacturers. |
| 207 | Providing, applying and finishing with aluminium paint over old / new, steel/wooden surface, at all floors, levels & location using two or more coats over one coat of suitable primer to form uniform neat finish, using approved make material including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 208 | Repairing of loose / shaky vitrified tile flooring/ green marble/granite stone frames at all floors and levels using polymer modified cement based tile adhesive manufactured by Roffe Construction – NSA (Non Skid Adhesive) or M/s Bal Endura Chemicals– Gold Star or other approved equivalent. The repairing process will consists of following. (1) Complete checking by tapping of affected area using solid wooden stick. Identifying the affected area for repair work. (2) Drilling holes through tiles/stone and widenining of tile joints using cutter as per requirement. (3) Breaking of tiles/stone and removing backing adhesive, cleaning etc (if required). Checking the original flooring/frame by tapping using solid wooden stick and repairing by breaking the base floor/wall and filling with 1:3 cement sand mortar, curing etc complete. (4) Grouting the tile/stone using tile adhesive slurry through drilled holes, widened joints, opening made by tile breaking using trowel etc (5) Sealing of drilled holes, widened joints using white cement cleaning the site of work, removal of debris and disposal of debris inside colony. (6). Removing and refixing of Aluminium window/door shutter/MS grill for repairing work. After the repairing works. The repaired work shall not make any hollow sound, loose/shaky motion of tiles. The entire repairing work shall be carried out as per direction and instrcutions of Engineer-in-charge. |
| 209 | PART II - PUBLIC HEALTH WORKS |
| 210 | Supplying & fixing on Exposed surfaces the following dia. Galvanised iron pipe of specified class consisting following items of work:- i) Supplying galvanised mild steel screwed and socketed pipe conforming to IS:1239 (part-I) with galvanised mild steel or wrought steel fittings conforming to IS:1239 (part-II). ii) Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, overflow and vent using screws, rawl plugs, wooden gutties and 'U' type G.I clamps having not less than 2 mm thick. the pipeline exposed as per the site requirement. iii) Testing the pipe line to a hydraulic pressure of 10 Kg / Sq.cm for leak proof joint. iv) Making leak proof threaded joints using White zinc, Spun yarn etc. including cutting the pipe, threading and the cost of jointing materials. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. proof joints. vi) Painting the pipe line after testing with two coats of flat oil paint of approved make and shade over a coat of approved primer. NOTE: 1) The rate shall also include for GI pipe line & specials required for making connections with the existing GI pipe line laid by other agency. 2) The measurement shall be taken along the centre line of pipes & fittings or specials but excluding flanges.Class \\"C\\" (Heavy quality) G.I. pipe & fittings. |
| 211 | 15 mm (½\\") n.size |
| 212 | 20 mm(¾\\") n.size |
| 213 | 25 mm (1\\") n.size |
| 214 | 32 mm (1¼\\") n.size |
| 215 | 40 mm (1½\\") n.size |
| 216 | 50 mm (2\\") n.size |
| 217 | 65 mm (2½\\") n.size |
| 218 | 80 mm (3\\") n.size |
| 219 | Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil/ waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved make.ii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved make.iii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware. iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline. vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations. viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) Providing necessary specials for connecting UPVC SWR (IS:13592/ IS:14735) pipe with UPVC (IS:4985) pipe etc. x) Dewatering the pit/ trenches if necessary till completion of work.(A) With cement joint 1:1 with hemp yarn: |
| 220 | for 75 mm dia. |
| 221 | for 110 mm dia. |
| 222 | Supplying and fixing circular / rectangular Ductile Iron frame and cover consisting following items of work :- i) Supplying single / double seal cast iron LD/MD/HD/EHD (Light duty / medium duty / heavy duty / extra heavy duty ) circular / squar / rectangular frame and cover / grating of loading class as per IS:1726 or EN 124 of approved make including transportation. ii) Fixing the frame to correct level and alignment in cement concrete 1:2:4 for bearing course and capping, including form work, finishing, curing etc. all as per specification, drawing and as directed by the EIC. iii) Plastering the exposed faces of bearing course and capping in cement mortar 1:2, 15 mm thick with a floating coat of neat cement including finishing, curing etc. all complete. iv) Painting the frame and cover with two coats of anticorrossive black bitumastic paint of approved make and shade over a coat of primer. |
| 223 | Manhole cover/grating and frame [MD10 / HD20 / EHD35 ] or higher loading class, Rectangular, Square, Circular of size as specified. |
| 224 | Providing and fixing in position following Vitreous China Wall Hung type Wash down pattern water Closet consisting following items of work:-i) Providing Vitreous China pedestal type wash down pattern Water Closet ( EWC ) conforming to IS 2556 (part XVI) with integral \\"P\\" or \\"S\\" trap outlet with water seal not less than 50 mm with vent.ii) Providing thermosetting or thermoplastic Seat & cover conforming to IS 2548, fixing seat & cover for water closet as per manufacturer's specification including the cost of corrosion resistant hinges, bolts, nuts, non ferrous or S.S washer etc. all complete.iii) Fixing the Water closet in position, jointing the trap, water closet and CI/UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer.iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete.v) Testing the system to the full satisfaction of the Engineer-in-Charge. |
| 225 | Vitreous China Pedastal type European Water Closet/Anglo indian of Starwhite/snow white/bright colour with P/S trap of\\"Hindware\\" Cat. No. 20011 SLICK model with slowfalling seat cover or Cera cat. No. S1053101 / 02 CONVENTIONAL modelwith slow falling seat cover or Parryware Cat. No. C0252 NIAGARA model with slow falling seat cover. |
| 226 | Providing and fixing in position following Vitreous China Indian water Closet consisting following items of work:-i) Supplying Vitreous china Indian water closet ( Box rim pattern ) of following type conforming to IS:2556 ( part-II ) with integral foot rest, W.C Connector and PVC \\"P\\" or \\"S\\" trap having water seal not less than 50 mm with / without vent as per requirement.ii) Fixing the Water closet in position, jointing the trap, water closet and UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer.iii) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete.iv) Testing the system to the full satisfaction of the Engineer-in-Charge. |
| 227 | Vitreous China Water Closet of 580 x 440 mm size of Starwhite/snow white/bright colour as per Hindware Cat. No. 20042 \\"Orissa Pan Eco\\" model or Cera cat. No. S3020105 \\"Orrisa Pan Cable\\" model Or Parryware Cat. No. C0117 \\"Orrisa Pan\\" model with PVC / ceramicTrap (with/without vent) & WC connector etc.all complete. |
| 228 | Providing, Fixing & Supplying 18 mm thick of specified colour, both sidepolished, rounded corner, edges moulded, plate of following size, fixing the partition inposition, embedding 75 mm deep into the wall withcement concrete of grade M-15, including cutting chasesof size 75 mm X 100 mm in the wall, finishing the jointswith white cement etc. all complete as directed. |
| 229 | 750 x 575 mm size Granite Partition |
| 230 | Providing Flushing arrangement to Urinal etc., including providing and fixing manually operated flush valves consisting following items of work:-i) Providing and fixing flush valve in position using CP brass screws, rawl plugs, brackets etc.as per the manufacturer's recommendation, making inlet and outlet connections all complete.ii) Providing 40/32/25/20/15 mm nominal dia. CPVC Pipe from Flush Valve with Urinal including the cost of fittings, fixtures, reducers, CP brass fittings on exposed/concealed portion and jointing materials etc. all complete.iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition, painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer, finishing the gaps with white/ matching cement etc. all complete.iv) Testing the entire system to the full satisfaction of the E.I.C. |
| 231 | Flushing arrangement with flush valve of Jaquar 'Pressmatic' make Cat No.PRS-077 Urinal Valve Auto Closing System with Built-in Control Cock & Wall Flange, Flush bend, cutting hole, testing etc.for Urinal or approved equivalent Make |
| 232 | Providing and fixing first Quality Vitreous China hand wash Basin Consisting following items of work. - i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Fixing various CP fittings such as Waste Coupling, Bottle Trap including fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834). Placing and fixing Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. iii) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & Screws for the basin. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting, finishing the gaps etc. all complete as directed by Engineer-in Charge. v) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin of following model and make conforming to IS 2556 and placing it in position with the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. vi) Testing the system to the full satisfaction of the Engineer in Charge |
| 233 | Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10036 \\"WIndsor\\" model or Cera Cat. No. S2040102 \\"Canon\\" model or Parryware Cat. No. C8865 \\"Sunny\\" model, counter model. |
| 234 | Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10051 \\"Mini Oval\\" model or Cera Cat. No. S2030102 \\"Oval\\" model or Parryware Cat. No. C0438 \\"Mini Oval\\" model, over counter model. |
| 235 | Providing & fixing in position following approved quality water saving CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification. |
| 236 | C.P. brass Waste Coupling 32mm size of Jaquar Cat.No.ALD-709/709L130/705/705L130 or approved equivalent make |
| 237 | Replacement of EWC/AIWC seat cover with approved make, heavy-duty solid plastic seat and lid of white colour (hollow type), complete with C.P. brass pillar hinges conforming to IS:2548, including removal of the existing seat cover and fixing the new seat cover complete in all respects, as per specifications and as directed by the Engineer-in-Charge. (Note: The seat cover shall be of the same make as that of the existing EWC/AIWC.) |
| 238 | Providing Flushing arrangement to Water Closets including providing and fixing manually operated PVC low level Flushing Cistern consisting following items of work:-i) Providing PVC low level flushing cistern with all inside syphonic fittings, duly assembled conforming to IS:7231 of in etc.as per the manufacturer's recommendation all complete.position using CP brass screws, rawl plugs, bracketsapproved make with handle, fixing the cisternii) Providing 40/32 mm dia.uPVC (6Kg) flush pipe from Flush tank to Water Closet, concealed in the wall as directed making connection with W.C pan including the cost of fittings, fixtures and jointing materials etc. all complete including providing & fixing 15 mm dia. PVC coupling with mosquito proof jalli at overflow outlet.iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition,painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer,finishing the gaps with white/ matching cement etc. all complete.iv) Testing the entire system to the full satisfaction of the E.I.C.v) Flushing cistern and WC shall be from the same manufacturer. |
| 239 | Flushing arrangement with low level Dual Flush Cistern of Starwhite/snow white/bright colour as per Hindware \\"Sleek Essence Dual Flush\\" model or Cera cat. No. B1020106 \\"Compass Twin Flush\\" model or Parryware Cat. No. E8110 \\"Slimline Dual Flush Deluxe\\" model for WC. |
| 240 | Providing & fixing in position following approved quality water saving CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification. |
| 241 | C.P. brass Angular Stop Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5053N or approved equivalent make |
| 242 | C.P. brass Pillar Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5011N or approved equivalent make |
| 243 | C.P. brass Shower Arm with wall flange of Jaquar Cat.No.SHA-477 or approved equivalent make |
| 244 | C.P brass Rose Shower with revolving joint similar to OHS-CHR-1989 & shower arm light body with wall flange similar to SHA-CHR-477 M/s. JAQUAR'or similar equal make. |
| 245 | Supplying Stainless steel Sink of following size with or without Drain board, approved make, moulded out of 19 SWG (1mm) stainless steel sheet of grade AISI304 (18/8) with waste coupling conforming to IS:13983,placing and fixing the Sink in position to correct line and level with basket type choke-stop strainer (wastecoupling), Check nuts etc. including the cost of jointing materials, finishing the edges with white / matching colour cement as per manufacturer's recommendation all complete as per specification and as directed by EIC. |
| 246 | Stainless steel Sink of Nirali brand 'Grace Plain' Big without Drain board and with 'Satin' finish of overall size 535 x 460 mm (Bowl size 470x395x215 mm) or approved equivalent make. |
| 247 | Stainless steel Sink of Nirali brand 'Grace Plain' Large(10\\") without Drain board and with 'Satin' finish of overall size 610 x 460 mm (Bowl size 560 x 410 x 250 mm) or approved equivalent make. |
| 248 | Supplying & fixing following size C.P. brass Coupling with approved quality C.P. brass Mosquito proof jalli including providing CPVC/UPVC/GI connector, bend and any other CPVC/ GI specials, if required for fixing the coupling, jointing materials such as tefflon tapes, spun yarn, white zinc, fixing the same to GI/CPVC/UPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank. |
| 249 | 50 mm size |
| 250 | Providing & fixing in position best quality bevelled edgeplate Glass Mirror with PVC frame of following size with 6 mm thick marine ply wood (confirming to IS:710), fixed with required numbers of CP brass cupscrews and caps, washers etc. including drilling holes, providing & fixing rawl plug in RCC/ brick wall, woodenpacking behind the mirror if necessary, reinstating the damages to its original condition etc. all complete as directed by EIC. |
| 251 | 6 mm thick Plate glass Mirror of size 600 mm x 450mm / of required size with 6 mm thick marine ply wood (confirming to IS:710:2010) backing & PVC mouldedframe of approved shade or as directed by the E.I.C |
| 252 | Providing and fixing the following C.P. Brass Bathroom / toilet accessories of following make and fixing on the wall using C.P. brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the Engineer Incharge. |
| 253 | a) C.P. brass Glass Shelf 600mm Long (with Bracket) of Jaquar Brand 'Continental' Cat. No. ACN-1171N or approved equivalent make |
| 254 | Providing uPVC Floor Trap/ Nahani Trap of following size having not less than 40mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent/ as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 150 x 150 mm size top tile with central strainer & flat cover/ flush strainer, closing the side inletes with plugs if required etc. complete all as per specification and as directed by the Engineer in charge. |
| 255 | Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish, including Chilly /Cockroach Trap of approved make in plastic. |
| 256 | Providing class 1/2 following diameter Gate Valve / Globe Valve (full way) of brass or gun metal with Cast iron wheel conforming to IS:778, fixing to pipe line including the cost of white zinc, spun yarn etc., testing for leak proof joints at a hydraulic pressure of 10 Kg / Sq.cm, rectifying the leakages if any, all complete as per specification and as directed. Note: 1) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 2) Threaded fittings of CPVC/UPVC shall be of Brass Threaded only. |
| 257 | 15 mm size |
| 258 | 20 mm size |
| 259 | 25 mm size |
| 260 | 32 mm size |
| 261 | 40 mm size |
| 262 | 50 mm size |
| 263 | 65 mm size |
| 264 | 80 mm size |
| 265 | Constructing fly ash / AAC /kiln burnt clay brick masonry Gully Trap chamber of following size and upto 600 mm initial depth including providing and fixing gully trap, consisting following items of work:- i) Providing square mouth uPVC gully trap of size 150 X 150 mm squre or 150mm dia with 110 mm outlet of Approved Make embedding in position in cement concrete 1:2:4 inside the chamber. ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4. iii) 15 mm thick plaster in cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iv) Providing and fixing precast approved make Composite(FRP/GRP) / CI / DI / SFRC Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having loading capacity not less than HD20 with name of department and year engraved as specified / approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame. |
| 266 | 300 X 300 mm size Gully Trap chamber with DI frame and cover |
| 267 | Providing and fixing PTMT Float valve with lever & epoxy coated Aluminium rod (Lever Arm) & HDPE Floats (Ball) of following sizes, suitable for fixing to G.I./uPVC/CVC with screwed Fittings for Potable water supply, of 'PRAYAG' make or approved equivalant make, fixing to inlet pipe of water tank and making water proof joints including the cost of jointing materials and G.I specials, if required, testing the joints alongwith the pipe line as per I.S recommendations all complete as per specification and as directed. |
| 268 | 15 mm dia. |
| 269 | Providing and fixing PVC flush pipe of 32 mm diameter, of approved make such as Everlast or equivalent, up to a length of 2.25 m (approx.), including removal of the existing flush pipe, connecting the new pipe to the flush tank with suitable brass check nut, connecting to the W.C. pan, making all joints leak-proof, testing for satisfactory performance, and completing the work in all respects as per specifications and as directed by the Engineer-in-Charge. |
| 270 | Constructing fly ash / AAC /kiln burnt clay brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work.i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber.ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement.iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement.iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by Engineer in charge. NOTE:i) Providing & fixing foot-rests/ steps and CI/ RCC/ Composite frame & cover including CC of grade 1:2:4 & C.M 1:2 plaster for fixing the frame and cover, will be paid under relevant item/ included in other relevant item.ii) Additional depth of chamber will be measured in cm and paid as per actual depth. |
| 271 | Inspection chamber of internal sizes 900 X 600 mm at bottom and 900 X 450 mm at top for an initial depth of 600 mm. |
| 272 | Supplying & fixing following size UPVC Coupling with approved quality PVC Mosquito proof jalli including providing CPVC/UPVC/GI connector, bend and any other CPVC/ GI specials, if required for fixing the coupling, jointing materials such as tefflon tapes, spun yarn, white zinc, fixing the same to GI/CPVC/UPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank. |
| 273 | 15 mm size to 25 mm |
| 274 | 32 mm size to 50 mm |
| 275 | Supplying and fixing following size PVC-SWR pipes and Fittings for soil, waste,vent and rainwater pipe lines consisting following items of work:- i) Supplying PVC - SWR pipes and fittings conforming to IS 13592 of approved make and standard PVC clamps ( approx. 3.2 mm thick ) and nails or MS galvanised clamps having minimum 3 mm thick for fixing the pipe. ii) Fixing the pipeline vertically to plumb, keeping the pipe barrel 50 mm away from the wall face, using PVC or MS galvanised clamps. away from the wall face, using PVC or MS galvanised clamps. iii) Providing and fixing PVC Domed roof outlet (grating ) for RWP & PVC cowl for waste / soil pipe. iv) Jointing the PVC pipes and specials by PVC solvent cement, rubber lubricant with rubber rings or any other approved equivalent method. v) Laying the pipeline below the ground to proper slope and gradient for making connection of soil and vent pipeline ( Vertical stacks ) with inspection chamber or manhole and waste water pipeline with gully trap chamber including the cost of cement mortar, water proofing compound etc., testing the vertical pipeline by smoke test and horizontal pipeline by 600 mm head of water and rectifying the leakages, if any all complete incuding encasing the pipe line using CC 1:3:6 etc. all complete. vi) Cutting or making hole in RCC or brick work and reinstating the surface to it's original condition after passing the pipe with cement mortar / cement concrete etc. by adding approved water proofing compound. NOTE: Rate quoted shall be for Each item including removal of existing damaged material and depositing to Deptt. Stores / disposing off the debris. PVC - SWR Pipe & Fittings ( TYPE-B ) |
| 276 | a) 32/40 mm dia. |
| 277 | b) 160 mm dia |
| 278 | Replacement of fitting / fixtures with approved quality water saving CP fittings / Fixtures of approved make including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification. |
| 279 | Tap Spindle with approopoate model of M/s Jaquar or similar |
| 280 | Tap Top Cap / Knob (Code no: ZKB-001/002/005/057/150) of M/s Jaquar or Similar |
| 281 | Aerator of M/s Jaquar or Similar |
| 282 | PTMT ball cock 15mm dia with rod (ROD LENGTH : 225 MM EPOXY COATED ALUMINIUM ROD) heavy duty type best quality. |
| 283 | C.P. Jet Spray with 1 Meter PVC Tube, nut, folder and base plate of Jaquar Brand 'Essco' Cat. No. ALE-547 or approved equivalent make |
| 284 | C.P. Health Faucet with 8 mm dia 1.2 m long flexible tube & Wall Hook of Jaquar Brand 'Allied' Cat. No. ALD-573 or approved equivalent make |
| 285 | C.P Brass Bracket for hanging health faucet/jet spray with minimum weight 50 gms. Heavy duty type of best quality |
| 286 | Best quality PVC corrugated flexible pipe, non spring type, waste pipe of 25 mm dia having 900 mm length with wall thickness of 0.5 mm |
| 287 | 450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers (Suitable for Geysers) of Jaquar cat. No. ALD-805B or approved equivalent make. |
| 288 | Brass bush (Piston) with eye washer suitable for fitted in Jaquar continental wall mixer, Cat no : 5273NUPR |
| 289 | Prayag make PTMT bib tap (size : 15 mm dia ) |
| 290 | Prayag make PTMT piller tap (size : 15 mm dia ) |
| 291 | Prayag make PTMT push cock/tap (size : 15 mm dia ) |
| 292 | Prayag make PTMT Urinal Spreader (size : 15 mm dia ) |
| 293 | C-PVC Brass Elbow of specified class of M/s. SUREME / PRINCE 15 mm n.b |
| 294 | C-PVC Coupling of specified class of M/s. SUREME / PRINCE 15 mm n.b |
| 295 | C-PVC Elbow of specified class of M/s. SUREME / PRINCE 15 mm n.b |
| 296 | C-PVC Tee of specified class of M/s. SUREME / PRINCE 15 mm n.b |
| 297 | C-PVC Coupling of specified class of M/s. SUREME / PRINCE 20 mm n.b |
| 298 | C-PVC Elbow of specified class of M/s. SUREME / PRINCE 20 mm n.b |
| 299 | C-PVC Tee of specified class of M/s. SUREME / PRINCE 20 mm n.b |
| 300 | C-PVC Coupling of specified class of M/s. SUREME / PRINCE 25 mm n.b |
| 301 | C-PVC Elbow of specified class of M/s. SUREME / PRINCE 25 mm n.b |
| 302 | C-PVC Tee of specified class of M/s. SUREME / PRINCE 25 mm n.b |
| 303 | C-PVC REDUCER (3/4 *1/2 inch) (20*15 MM) of specified class of M/s. SUREME / PRINCE |
| 304 | C-PVC REDUCER (3/4 *1 inch) (20*25 MM) of specified class of M/s. SUREME / PRINCE |
| 305 | C-PVC REDUCER (1 *1 1/4 inch) (25*32 MM) of specified class of M/s. SUREME / PRINCE |
| 306 | C-PVC Ball Valve of specified class of M/s. SUREME / PRINCE 20 mm n.b |
| 307 | Waste Coupling for Kitchen Sink of 100 mm dia with 32 to 40 mm reducer (Nirali) PTMT |
| 308 | Waste Coupling for 1 1/4'' (32 mm) PTMT |
| 309 | Providing & fixing on Exposed or concealed surfaces the following dia Chlorinated Polyvinyl Chloride (C-PVC) pipe of specified class of M/s. SUPREME / PRINCE or other approved equivalent consisting following items of work:-i) Supplying & fixing C-PVC pipes, including necessary all fittings conforming to IS 15778ii) Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, overflow and vent using M.S. nails/screws, rawl plugs, wooden gutties and branded clamps of Supreme/Prince make to the pipeline as per the site requirement.iii) Testing the pipe line to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relavant codeiv) Making leak proof threaded / solvent joints. including cutting the pipe, Joint preparartion, cleaning, marking, application of solvent, assembling, curing etc. and the cost of jointing cement solvent materials.v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. proof joints.vi) Providing and fixing C-PVC jointable / threaded fittings such as Union, Nipples, Bendes, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etcvii) including removing existing GI pipe line with fittings and specials etc.Note:- All brass threaded elbows and fittings shall be with additional support type of M/s. Prine, Supreme or other equivalent approved by EIC including necessary fixing arrangement such as screws, plug etc complete. ( Mode measurement :- The measurement shall per Unit RM length of pipe line laid or fixed. The measurement shall be taken along centre line of pipe. No measurement shall be recorded saperately for fittings etc. )SDR 11 Pipes and Fittings |
| 310 | a) 15 mm n.b |
| 311 | b) 20 mm n.b |
| 312 | c) 25 mm n.b |
| 313 | d) 32 mm n.b |
| 314 | e) 40 mm n.b |
| 315 | Providing & fixing in position following approved quality water saving CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification. |
| 316 | C.P. brass Basin/wall Mixer with wall flange of Jaquar 'Florentine' Cat.No.FLR-5001B or approved equivalent make |
| 317 | Providing & fixing in position following approved quality water saving CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification. |
| 318 | C.P. brass Bottle Trap 32mm Size including Wall Connection Pipes & Wall Flange of Jaquar Cat.No. ALD-769L250x190 / 769L300x190 or approved equivalent make |
| 319 | Providing, hoisting and installing at required elevation Rotational moulded polyethylene cylindrical vertical storage tanks with BIS mark confirming to IS:12701 of Sintex make or approved equivalent make of below said capacity with suitable municipal approved mosquto proof cover at top with proper locking arrangement including the cost of hoisting the tank carefully to the required elevation without causing any damage, labour charges for making required number of holes for inlet, required number of outlets to each tank, required number of vent pipe outlets to each tank and overflow outlets in the tank without causing any damage to tank, including cost of providing all required CPVC/GI/UPVC/PPR specials, fixtures, fittings, tank connectors, adopters, union etc., providing and fixing required numbers of flexible PVC pipe / polymer reinforced thermoplastic hoses suitable for Suction / delivery lines of agricultural pumps confirming to IS:15265 of Kissan Brand or approved equivant make Heavy Grade suction / delivery hose to inlets & outlets having dia suitable for connecting to 50 mm nominal size CPVC/GI/UPVC water supply line, having length (flexible pipe) of about 0.75 Metre/. |
| 320 | Tank upto 5000 liter capacity of M/s. Sintex or approved equivalent. |
| 321 | Providing & fixing in position approved quality CP brass Bib tap / Sink tap etc. of 15 mm nominal dia. with IS mark / approved make of following type including providing & fixing GI specials ,wall flanges and fixing to concealed / exposed G.I.pipe line with leak proof threaded joints using spun yarn, white zinc etc., testing the joints, rectifying the leaky joints, if any, including cleaning etc. complete all as per specifications and as directed by Engineer- in- Charge. |
| 322 | a) C.P brass Bib tap with wall flange, .similar to 'Continental series ' of ' JAQUAR' Cat. No. 047 |
| 323 | b) C.P brass long body Bib tap 2 in 1 similar to . FLORENTINE Series' of ' JAQUAR' cat. No. 5041 including providing and 'fixing Health faucet with 1.0 mt long flexible tube and wall hook( JAQUAR make Cat. No. 573). |
| 324 | Providing Cast Iron (CI) Mosquito proof hinged cover with frame for Overhead Water Tank manhole (having loading capacity not less than 500 Kg) of approved manufacturers, having suitable locking arrangement for Manhole opening of water tank, fixing the cover by providing corrosion resistant studs, nuts, built-in hold fasts etc. by chasing or cutting holes and grouting with cement mortar 1:1 by adding approved water proofing compound @ 2% by weight of cement, pinting the all metalic part by food grade bituminous or epoxy paint all complete as per specification and as directed by EIC. ote: OHT manhole cover shall be approved by local autority like BMC |
| 325 | 600 mm dia. |
| 326 | Providing & fixing cloranite CPVC ball valve with S.S balls & Specials, of class SDR11 of M/s. Supreme , M/s. Prince or other apperoved eqivalent including all necessary fittings & fixtures to fixing crrect line , level, plumb for water supply line , making leake proof solvent joints, including cost of all jointing solvent materials and testing to a hydraulice pressure for leakgproof joint etc. all complete all as per the specifications and as directed by the E-I-C. |
| 327 | 15 mm dia |
| 328 | 20 mm dia |
| 329 | 25 mm dia |
| 330 | 32 mm dia |
| 331 | 40 mm dia |
| 332 | Providing & fixing in position 15 mm diameter CP brass Pillar Cock conforming to IS/approved make fixing the cock in position with inlet connection using white zinc and spun yarn testing the joints for leakage etc. complete all as per specifications and as directed by EIC. |
| 333 | C.P. brass Pillar Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5015 or approved equivalent make |
| 334 | PART III : REBATE ITEMS |
| 335 | Rebate for taking away the materials including labour, loading, unloading, transportation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. Rebate for taking away dismanteled item by the contractor…… |
| 336 | Old Reinforcement steel bars, structural steel members, GI pipes, CI pipes, steel frames, steel windows, roofing Sheets, barbed wire, Chain link fencing, concertina coil, weld mesh |
| 337 | Old aluminium frames. shutter, members, fittings |
| 338 | Old wooden panelled door shutter, Flush door shutters, Ply, block boards |
| 339 | Old wooden door & window frames etc. |
| 340 | Old plastic material such as flushing cistern, CPVC pipes, PPR Pipes |
| 341 | Old brass fittings such as taps, cock, showers |
| 342 | Old Stainless steel members & fittings |
| 343 | Gun Metal Gate Valves of various dia. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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