Tender For Providing And Fixing Of Screen Filters In Flushing Outlet Line At Terrace And Flushing Work Related Modifications In Anushaktinagar, Mumbai.
Tender Value
64.50 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
15 days left
EMD
1.29 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 Providing And Fixing Of Screen Filters In Flushing Outlet Line At Terrace And Flushing Work Related Modifications In Anushaktinagar, Mumbai.
BOQ
| Sl. No. | Item Description |
| 1 | Tender Inviting Authority: Name of Work: Providing and fixing of screen filters in flushing outlet line at terrace and flushing work related modifications in Anushaktinagar, Mumbai. NIT No: DCSEM/CQD/QSC/Flush-Filters/NIT/04/26-27 dt. 03.09.2026 Common Notes 1) Bidders are requested to note that they should necessarily submit their financial bids in the format provided and no other format is acceptable. If the price bid has been given as a standard BoQ format with the tender document, then the same is to be downloaded and to be filled by all the bidders. Bidders are required to download the BoQ file, open it and complete the BLUE coloured (unprotected) cells with their respective financial quotes and other details (such as name of the bidder). No other cells should be changed. Once the details have been completed, the bidder should save it and submit it online, without changing the filename. If the BoQ file is found to be modified by the bidder, the bid will be rejected. 2) Bidders are advised to download this BOQ as it is and quote their offer/rates in the permitted column and upload the same in the commercial bid. Bidder shall not tamper/modify downloaded price bid template in any manner. In case if the same is found to be tempered/modified in any manner, tender will be completely rejected and EMD would be forefeited and tenderer is liable to be banned from doing business. 3) All the documents being submitted by the bidders would be encrypted using PKI encryption techniques to ensure the secrecy of the data. The data entered cannot be viewed by unauthorized persons until the time of bid opening. The confidentiality of the bids is maintained using the secured Socket Layer 128 bit encryption technology. Data storage encryption of sensitive fields is done. Any bid document that is uploaded to the server is subjected to symmetric encryption using a system generated symmetric key. Further this key is subjected to asymmetric encryption using buyers/bid opener’s public keys. Overall, the uploaded tender documents become readable only after the tender opening by the authorized bid openers. Important General Notes 1.0 The site is situated at Anushaktinagar, Mumbai - 400 094. 2.0 The tenderers are advised to visit the site of work & its surroundings, with prior permission of Chief Enigneer (ESG)/Chairman, GB/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. 3.0 Tenderers shall visit the site of work, at their own cost. The request for site visit shall be placed well in advance (preferably three working days before) for preparation of visitor pass, fixing suitable & mutually agreed date & time for site visit. The Phone number of Competent Authority to obtain the permision for site visit is mentioned in tender documents. 4.0 No Running Account / Final Bill shall be paid for the work till the applicable labour license, registration and challans with EPFO, ESIC and BOCW (Building and Other Construction Workers) Welfare Board, whatever applicable, are submitted by the Contractor to the Engineer-in-Charge.) 5.0 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. 6.0 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'. 7.0 Arrangement of Electricity : as per Schedule -BElectricity will be supplied by department @ free of cost. 8.0 Arrangement of Water : as per Schedule -BWater will be supplied by department @ free of cost. 9.0 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. 10.0 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. 11.0 The Schedule of Quantities include contingent works for other services (PHE, Electrical, Mechanical etc.) 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. 12.0 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. 13.0 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. 14.0 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. 15.0 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. 16.0 The Contractor shall follow the DAE safety rules strictly. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. 17.0 The following Security regulations shall be followed strictly while movement of labourers/ workers/ contractor's personnel including transportation of the materials etc. 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. 18.0 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. 19.0 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. 20.0 Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from Statutory authority, if any, shall be borne by the contractor. 21.0 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 BMC/Local Municipal Authority including cost of necessary Statutory charges, as applicable. iii) Contractor shall submit acknowledgement of challan for each trip for unloading of Construction and Demolition waste material as per the standard format. iv) Contractor shall be responsible and liable for penalty, if any, as prescribed by the Local Authority in case of non-fulfilment of the procedure laid down in the Construction and Demolition Debris Management Plan. v) Contractor shall submit irrevocable Bank Guarantee for the amount as insisted by BMC/Local Municipal Authority for the purpose of ensuing compliance of the Waste Management Plan/Debris Management Plan approved by the Local Municipal Corporation from time to time, till the grant /issuance of the Occupation Certificate and charges for same will be borne by Contractor. NOC from C&D Waste Management Department of BMC/Local Municipal Authority shall be submitted by the agency. 22.0 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. 23.0 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. 24.0 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. 25.0 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. 26.0 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. 27.0 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. 28.0 No labour shall be permitted to stay inside campus/premises/site. 29.0 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. 30.0 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. 31.0 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. 32.0 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. 33.0 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. 34.0 The quoted rates shall be inclusive of all Taxes, GST, Cess, Levy, duty etc. 35.0 Refer Prebid clarifications, minutes of meeting & corrigendum for revisions, if any, for updates. 36.0 Debris shall be removed from the premises with in two days of accumulation of a truckload of debris in the premises; otherwise department will remove the same through some other agency at contractor’s risk and cost. |
| 2 | Providing, instaling, fixing, connecting, testing 80 micron Super Flow Y- Screen filter, of M/s. Jain Irrigation Systems Ltd or approved equivalent make, of following Model Nos, fitted with pressure gauge, water drain and emptying plug. etc all as per specifications, Drawings and as directed by EIC. Filter Element Details: 1. Filter housing- Polypropylene, 2. Filter Lid- Polypropylene, 3. Housing seal- NBR, 4. Elemet Cartridge- Nylon, 5. Element screen- Stainless Steel, 6. End Cap- Polyprylene.Note: Threaded fittings of CPVC/UPVC shall be of Brass Threaded only. |
| 3 | DJPSF12SC, Max. working pressure = 8 kg/cm², Flow rate = 12 m³/hr, Inlet/Outlet Connection = 1½\\" (40 mm) or equivalent including filter element. |
| 4 | Providing Filter element of the item 1 & 1.1 |
| 5 | Pipe line works: Supplying & fixing on Exposed surfaces the following dia. ASTM non-threaded UPVC sovent welded pipes as per ASTM D-1785 and fittings as per ASTM D-2466 and ASTM D-2467 (white or offwhite colour) of specified class, consisting following items of work:- i) Supplying & fixing ASTM nontreaded UPVC sovent welded pipes as per ASTM D-1785 and fittings as per ASTM D-2466 and ASTM D-2467 . 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 M.S. nails/screws, rawl plugs, wooden gutties and branded clamps of approved make metal clamps with Rubber seal iii) Testing the pipe line to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relevant code. iv) 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. v) Providing and fixing UPVC weldable / threaded fittings such as Union, Nipples, Bendes, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, flange, Flange attapter etc. vii) UPVC pipes and fittings/ specials shall be of same brand.Note: 1) The rate shall also include for UPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ CPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) Exposed pipe fixing arrangement include providing & fixing slotted G.I. section & U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm. Schedule 80 |
| 6 | 25 mm (1\\") n.size (Shedule 80) |
| 7 | 32 mm (1¼\\") n.size (Shedule 80) |
| 8 | 40 mm (1½\\") n.size (Shedule 80) |
| 9 | 50 mm (2\\") n.size (Shedule 80) |
| 10 | 65 mm (2½\\") n.size (Shedule 80) |
| 11 | 80 mm (3\\") n.size (Shedule 80) |
| 12 | Providing and Fixing UPVC (white or offwhite colour) Ball valve (suitable for UPVC ASTM pipe) with stainless steel /Brass/ Plastic ball of Approved make suitable for pipe pressure class with material and labour, making water proof joints, including cost of jointing material and UPVC specials if required & testing the joints. etc complete as per directions of engineer-in-charge. |
| 13 | 20 mm(¾\\") n.size (with Brass ball) |
| 14 | 25 mm (1\\")n.size (with Brass ball) |
| 15 | 32 mm (1¼\\")n.size (with Brass ball) |
| 16 | 40 mm (1½\\")n.size (with Brass ball) |
| 17 | 50 mm(2\\") n.size (with Brass ball) |
| 18 | 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. Cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) |
| 19 | 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. In sub structure (foundation, plinth, cable pits, trenches, steps) |
| 20 | Providing water proof plastering work of thickness 15 mm thick, in using cement sand mortar (1:4) or using ready mix cement mortar having cement : sand (1:4) at all floors, levels & locations, in single coat finished smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. (inside trench/nalla/pit / storm water drains etc.) Using ready mix cement mortar having Cement : Sand (1:4) |
| 21 | 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. |
| 22 | Brick masonry work in cement mortar including cement mortar plastering / pointing work |
| 23 | Plain Cement Concrete (PCC) |
| 24 | Skirting/ flooring work including backing/bedding cement mortar |
| 25 | Providing & applying white / colour washing in two or more coats on old / new surfaces at all floors, levels & location using ready mix lime powder of approved quality by adding glue, blue/colour of approved shade including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge.Flooring & Dado, Skirting Work: 1) The floor finish level shall be generally in level matching with the surrounding floor finish level & as per drawing. No extra payment shall be entertained for matching the floor differences. 2) Adjustment of levels in thickness of mortar bedding due to different types of flooring, if any, shall be done by the contractor without any extra cost to the Department. 3) The contractor shall submit and get approved the sample for flooring, skirting, dado tiles from Engineer in charge before bulk procurement. 4) Pattern & design of flooring/ skirting/dado shall be approved by the Engineer in charge before commencement of work. 5) Exposed edges of all natural stones used for the works like Kotah, Marble, Granite etc. shall be machine cut and shall have uniform thickness and mirror polished unless otherwise mentioned. 6) The rate shall include cost of making the flooring to all geometrical shapes and sizes without any extra cost to the Department. (Any curved design/ patterns in flooring/ Dado, tiles/ stones shall be cut using water jet at facory). 7) All Kota stone work shall be mirror polished to get high gloss finish and the rate shall be inclusive of the same in the respective item. 8) The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the required size is not available the next higher size of tiles shall be used without any extra cost to the Department.The tenderer may note the same and quote accordingly. 9) The contractor is to take appropriate step to protect the polishing surface/glazed surfaces of granite / kota stone, vitrified tiles flooring, ceramic tiles flooring, tread and riser by providing and laying 6 mm thick POP during construction period without any additional cost. The surfaces are to be cleaned only at the time of handing over. (To be specified as required). |
| 26 | 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. Note: 150 mm * 150 mm tile size will be used in toilet. |
| 27 | Fixing end caps for plugging existing concealed pipe line and removing existing angle cocks |
| 28 | Fixing GI end plug ( Only allen key plug) to existing concealed pipe line of dia 15 mm to 20mm in toilet and removing existing angle cocks. Deposit the old angle cocks/valves in good condition to PH- office. The work should be carried out with skilled plumbers and needs proper supervision during the work. This item including providing and fixing of pipes, fittings, MTA, FTA any others if required. Existing line should plug and test before fixing tiles or finishing final paint over it. Note: 1. During executing the work no extra payment made for any kind of extra work like- breaking of existing old concealed pipe lines, removing of excess quantity of existing wall finishing (Tiles/Plaster). 2. Contractor should carry rechargeable equipment’s with skilled manpower while working inside rooms. 3. Contractor should not demand to residence for any help line electric supply, water for cementing work, water for cleaning purposes, cloths for cleaning purposes etc . 4. Contractor should take all safety precautions. 5. Contractor should finish the tile cut opening at existing stop cock location using coloured cement as per requirement. Rates includes in this item only. 6. Contractor should the only responsible for any misbehave, theft or any kind of complaints from residence. 7. Contractor should take prior appointment from residence before start the work 8. Contractor should record in Register each Job, and collect satisfactory sign from residence and department supervisor and all other instructions given by Engineer- in-charge as per site condition. |
| 29 | 100mmX100mm PVC water proof safety warning stickers to be paste in toilet above/below flushing stop cock. Stickers should be of good quality and design as per recommentions of EIC. |
| 30 | Removal of chockages of filter element mentioned in item 1&1.1 |
| 31 | Flushing of screen filter by opening the scour valve at terrace level, including removal of the filter element, manual cleaning by washing, refixing the filter element, reassembly of all plumbing components, checking for proper functioning and leak-proof operation, complete as directed by the Engineer-in-Charge (EIC). |
| 32 | Jet cleaning of the filter element by dismantling and removing it from the screen filter, using clean water under pressure to remove all accumulated silt, debris and impurities, ensuring that the pressure loss between the filter inlet and outlet is reduced to near zero, including refixing the filter element, reassembly of the complete filter assembly, testing for satisfactory performance, and making the system fully functional, complete as per the instructions of the Engineer-in-Charge (EIC). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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