Tender For Miscellaneous Mechanical Works Maintenance For Flushing Water Supply System At Anushaktinagar, Mumbai.
Tender Value
54 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
21 days left
EMD
1.08 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 Mechanical Works Maintenance For Flushing Water Supply System At Anushaktinagar, Mumbai.
BOQ
| Sl. No. | Item Description |
| 1 | Tender Inviting Authority: Name of Work: Miscellaneous mechanical works maintenance for Flushing Water supply system at Anushaktinagar, Mumbai. NIT No: DCSEM/CQD/QSC/FWS-MW/NIT/05/26-27 dt. 08.09.2026 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 | 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. |
| 3 | Depth not exceeding 1.5 m from ground level |
| 4 | Depth exceeding 1.5 m & up to 3.0m from ground level |
| 5 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc. in soft rock upto 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. |
| 6 | Depth not exceeding 1.5 m from ground level |
| 7 | Depth exceeding 1.5 m & up to 3.0m from ground level |
| 8 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto 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 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 9 | Depth not exceeding 1.5 m from ground level |
| 10 | Depth exceeding 1.5 m & up to 3.0m from ground level |
| 11 | 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. |
| 12 | Plain Cement Concrete (PCC) |
| 13 | Brick masonry work in cement mortar including cement mortar plastering / pointing work |
| 14 | Water Bound Macadam (WBM), Wet Mix Macadam (WMM), Granular Sub Base (GSB), Stone Soling work |
| 15 | Bituminous surface Road |
| 16 | Stone masonry work in cement mortar including cement mortar plastering / pointing work |
| 17 | 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. |
| 18 | In sub structure, using stone supplied by Contractor |
| 19 | 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. |
| 20 | Removing & relaying old shahabad stone 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. |
| 21 | 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. |
| 22 | Providing and fixing 80 mm thick (min.) factory made interlocking paver blocks of specified finish, approved make and colour, shade, size, shape laid in pattern manufactured with cement concrete grade not less than M-40 and conforming to IS:15658, including supplying & laying 50 mm thick stone dust evenly spread over the sub-base including consolidation of sub-base properly vibrating with the surface vibrator, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge. |
| 23 | Using Rough Finished interlocking paver blocks |
| 24 | 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. |
| 25 | In sub structure (foundation, plinth, cable pits, trenches, steps) |
| 26 | Providing water proof plastering work of thickness as mentioned below, 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). |
| 27 | 15 mm thick |
| 28 | 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.) |
| 29 | Cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) |
| 30 | Providing & laying in trenches socket spigot centrifugally cast Ductile ( Spun ) iron pressure Pipes for water supply, Class K9 of approved make conforming to1S:8329, external zinc-bitumen coated and internal cement mortar lined with ISI mark, including lowering and keeping them in position to correct alignment and levels, laying (IS:12288), jointing with rubber gasket of SBR/EPDM as per IS 5382 and/or IS:12820 with ISI mark, cutting the pipe to the required length including the cost of wastage of pipes if any, 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. testing the pipes after making necessary joints to appropriate hydraulic pressure with minimum duration of testing for two hours with clean and potable water all as per specification and as directed by the Engineer incharge.NOTE:- The pipe line shall be measured along the centre line duly deducting the outer to outer length of the specials. The above cost includes making 'push on' joints with Gasket. |
| 31 | 100 mm dia. |
| 32 | 200 mm dia. |
| 33 | Providing, laying and jointing following Ductile iron (fittings & specials), external Zinc bitumen coated & internal cement mortar lined with ISI mark, Mechanical, Flanged, and / or Push on' type Specials / Fittings, K12 Class conforming to IS 9523 of approved make such as Tees, Bends, Collars, reducers, tapers etc. of all sockets/ flanged/socket spigot etc. etc. with sealing Rubber Gasket of SBR conforming to IS 5382 and / or IS 12820 with ISI mark, cast / Ductile iron follower Gland, MS nuts & bolts coated or otherwise protected from rusting, suitable for D.I pressure pipes for water supply to correct alignment and levels including testing the specials to appropriate hydraulic pressure alongwith the pipe line with clean and potable water, as per specifications and directed by EIC.NOTE: Fittings shall be of specified type only. The above cost includes making 'push on' / Mechanical joints with Gasket, bolts, Nuts etc. and making flanged joints without new flanges. |
| 34 | Mechanical Joint Type Fittings / Flanged Joint Fittings / Push On Joint Type Fittings |
| 35 | Construction of fly ash / AAC /kiln burnt clay brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 230 mm thick brick masonry in cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade 1:2:4 for foundation with 150 mm offset allround, including racking out joints & plastering in cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, Fixing (FRP/GRP coposite / DI / CI / SFRC / RCC / MS) Frame and cover of approved make all as per specifications and directions of the E.I.C. including dewatering the pit, if required till completion of the work all complete.Note: steps / foot rests / rungs will be mesured and paid under relavant item. |
| 36 | Chamber measuring 0.45 mtr. X 0.45 mtr. for an initial depth of 600 mm (Clear internal dimension) |
| 37 | Extra over above item No. 15.1 for additional depth of valve chamber beyond initial depth of 0.60 meter without steps/foot rests / rungs etc. all complete. |
| 38 | Chamber measuring 1.0 mtr. X 1.0 mtr. for an initial depth of 600 mm (Clear internal dimension) |
| 39 | Extra over above item no. 15.3 for additional depth of valve chamber beyond initial depth of 0.60 meter with steps / foot rests / rungs etc. all complete. |
| 40 | Chamber measuring 1.20 mtr. X 1.20 mtr. for an initial depth of 600 mm (Clear internal dimension) |
| 41 | Extra over above item no. 15.5 for additional depth of valve chamber beyond initial depth of 0.60 meter with steps / foot rests / rungs etc. all complete. |
| 42 | Providing & fixing following dia. Flanged type Cast Iron / Spiroidal Iron Sluice Valve of PN 1.6 having stainless steel non-rising spindle with hand wheel conforming to IS:14846 (latest revision) with ISI mark, approved make, making necessary flanged joints with rubber gasket of SBR as per IS:5382 and / or IS:12820 with ISI mark of approved make, providing all jointing materials & testing the joints and valves hydraulically to a pressure & duration as specified along with the pipeline all as per the specifications and as directed. |
| 43 | 100 mm size |
| 44 | 200 mm size |
| 45 | Providing following size Cast Iron / Spiroidal Iron Singal Air valve of PN 1.6 of approved quality and make conforming to IS:14845 with ISI mark & Copper/Brass isolation Gate valve of PN as per air valve of approved quality and make conforming to IS:778/IS:13114, Tapers and specials etc. including making necessary screwed / flanged joints by providing all jointing materials testing the joints and valves hydraulically to a pressure & duration as specified along with the pipeline all as per the specifications and as directed by the E.I.C. |
| 46 | 25 mm size |
| 47 | Flushing Pipe line works: Supplying and laying below the ground or floor, the following diameter ASTM nonthreaded UPVC solvent welded pipes as per ASTM D-1785 and fittings as per ASTM D-2466 and ASTM D-2467 (white or off-white colour) of specified class, consisting the following - i) Supplying & fixing ASTM nonthreaded UPVC solvent 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 below the ground or floor to correct line, level and plumb for water supply line. iii) Testing the pipe line to a hydraulic pressure as per manufacturers catalogue for leak proof joint or as per relevant code. iv) Making leak proof threaded / welded joints. including cutting the pipe, cleaning, marking, heating, welding, cooling etc. 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. vii) Providing and fixing UPVC weldable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, 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.Schedule 80 |
| 48 | 32 mm (1¼\\") n.size (Shedule 80) |
| 49 | 40 mm (1½\\") n.size (Shedule 80) |
| 50 | 50 mm (2\\") n.size (Shedule 80) |
| 51 | 80 mm (3\\") n.size (Shedule 80) |
| 52 | 100 mm (4\\") n.size (Shedule 80) |
| 53 | Providing and Fixing UPVC (white or offwhite colour) Ball valve (suitable for UPVC ASTM pipe) with stainless steel /Brass 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. ( For 75mm and 100mm - Plastic ball valve shall be permitted.) |
| 54 | 15 mm(1/2\\") n.size (with Brass ball) |
| 55 | 25 mm (1\\")n.size (with Brass ball) |
| 56 | 32 mm (1¼\\")n.size (with Brass ball) |
| 57 | 50 mm(2\\") n.size (with Brass ball) |
| 58 | 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. |
| 59 | 15 mm(1/2\\") n.size (Shedule 80) |
| 60 | 20 mm(¾\\") n.size (Shedule 80) |
| 61 | 25 mm (1\\") n.size (Shedule 80) |
| 62 | 32 mm (1¼\\") n.size (Shedule 80) |
| 63 | 40 mm (1½\\") n.size (Shedule 80) |
| 64 | 50 mm (2\\") n.size (Shedule 80) |
| 65 | 80 mm (3\\") n.size (Shedule 80) |
| 66 | 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: The rate shall also include for GI pipe line & specials required for making connections with the existing GI pipe line laid by other agency.Class \\"B\\" (Medium quality) G.I. pipe & fittings. |
| 67 | 50 mm (2\\") n.size |
| 68 | 100 mm (4\\") n.size |
| 69 | 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/ |
| 70 | 1000 Litre Tank |
| 71 | CUTTING OF PIPE: Cutting the existing following size diameter recycled water supply pipe line for inserting DI specials, fixtures etc. without damaging the adjacent pipes, disjointing the lead joints if necessary, removing the pipes if required as per site conditions & relaying it back after inserting the specials or fixtures in position, isolating the pipe line before cutting etc. all as directed & to the entire satisfaction of EIC. NOTE: One no of cutting=two cuttings of the pipe line) |
| 72 | Up to 150 mm dia. |
| 73 | 200 mm to 300 mm dia. |
| 74 | above 300 mm dia & up to 400 mm dia. |
| 75 | GI THREDED FLANGES: Providing & jointing (joint with single flanged) & fixing heavy quality GI threaded flanged for MS/galvanized pipes conforming to IS: 778 supply including drilling the holes to the flanges including providing GI nut bolts with double washers, jointing materials like rubber insertion gasket or equivalent & testing the joints for a pressure of 10 kg/cm2 with a minimum period of testing of two hours duration with clean & potable water, as per specification of EIC. |
| 76 | Up to 50 mm n.b. |
| 77 | Above 50 mm n.b to 100 mm n.b. |
| 78 | Above 100 mm to 150 mm n.b. |
| 79 | 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. |
| 80 | 25 mm dia. |
| 81 | 32 mm dia. |
| 82 | 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. |
| 83 | 15 mm size to 25 mm |
| 84 | Angle cock/stop cock: Providing 15 mm diameter CP brass / MCH Stop Cock / Angle cock / Push cock confirming to IS 8931 of approved make with ISI mark / approved make, fixing the cock in position with white zinc and spun yarn, testing the joints to a hydraulic pressure of 10 kg / Sq.cm for leak proof joints etc. all complete as per specifications. Note:- Item rate also included ISI mark Hose pipes suitable as per site situation and condition. Length may varies at each location. |
| 85 | C.P. brass Angular Stop Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5053N or approved equivalent make |
| 86 | Removal of chockup in flushing system: 'Attending chockages complaints of hose pipes, angle cocks, ball valves, upvc inlet and out let lines including removal hose/upvc pipes, fittings, etc. completed. Measure one complaint one job. |
| 87 | Gun metal valves of PN 1.6: 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. |
| 88 | 50 mm size |
| 89 | 80 mm size |
| 90 | HIRING OF JCB: Hiring of JCB machine for excavation, refilling, lifting, & moving of heavy pipes/specials from stores to work site to complete the job.NOTE: a) Hiring JCB for 8 hrs will be considered as one job. b) If the breakdown is attended is less than 8 hrs than JCB shall be utilized for balance hrs as per instruction & directed by EIC with in Anushaktinagar. |
| 91 | Repairs of wormed out old CI gate of sluice valve of following sizes by filling the oversize gap of brackets as per size of lock nut for holding of the valve body. Body including cost of welding materials, grinding, finishing etc. for satisfactory operation of sluice valves. |
| 92 | Upto 200mm dia |
| 93 | Above 200mm dia upto 400mm dia. |
| 94 | FABRICATION: 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. |
| 95 | Using structural steel sections of specified grade (YSt 240 / 310) |
| 96 | Providing & fixing precast approved brand FRP/GRP Composite Manhole covers as approved by Competant athority / E.I.C tested as per IS:1726, including cost of necessary hardware, 1:2:4 grade concrete for fixing frame, bed block (bearing course) and capping including necessary form work and CM 1:2 mortar for fixing the frame & for plastering exposed surfaces of concrete bed block (bearing course) and capping finished smooth with floating coat of neat cement etc., complete as per specifications, drawings and as directed by the E.I.C.Note: Shade and Colour and design pattern to be get approved from Engineer-in-Charge. |
| 97 | Square Heavy duty (Grade HD - 20 designation as per IS:1726/ C-250 as per EN124 or higher loading class) frame and cover size 450 x 450mm. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysOct 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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