Tender For Construction Of New Sewage Collection & Lifting Well Near Hemant Building And Associated Area Development Works Including Sewage Pumping Line At New Mandala, Anushaktinagar, Mumbai-400094.
Tender Value
2.63 Crore
Estimated cost
Bid Submission
12 Aug 2026
21 days left
EMD
5.26 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 Construction Of New Sewage Collection & Lifting Well Near Hemant Building And Associated Area Development Works Including Sewage Pumping Line At New Mandala, Anushaktinagar, Mumbai-400094.
BOQ
| Sl. No. | Item Description |
| 1 | Tender Inviting Authority: Name of Work: Construction of New Sewage Collection & Lifting Well near Hemant Building and associated area development works including sewage pumping line at New Mandala, Anushaktinagar, Mumbai-400094 NIT No: DCSEM/CQD/QSB/PHES/SW-2/26-27/NIT/32 dt.17.07.2026 |
| 2 | The site is situated at Anushaktinagar, 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 is fully responsible for making payment of Minimum wages & Bonus to labourers, EPF & ESI to statutory Authorities timely and submission of challans and documentary proof to EIC for release of payment of Running Account / Final Bill. Otherwise, bill will not be forwarded by EIC to Accounts for payment. EIC should ensure that all necessary documents are submitted by Agency for release of payment. 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.) |
| 6 | 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. |
| 7 | 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'. |
| 8 | Arrangement of Electricity : as per Schedule -B |
| 9 | Arrangement of Water : as per Schedule -B |
| 10 | 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. |
| 11 | 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. |
| 12 | 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. |
| 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. 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. |
| 19 | 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. |
| 20 | 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. |
| 21 | Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from Statutory authority, if any, shall be borne by the contractor. |
| 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 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. |
| 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 | Guidelines for Air Pollution mitigation(i) The charges for the Air Pollution mitigation measures shall be borne by the contractor without any extra cost to the department.(ii) Contractor shall follow the directions for Dust and Pollution Control measures in construction as notified by MoEF&CC / MoHUA / CPWD / BMC or any other statutory authority.(iii) All precautionary measures for control of Air Pollution due to Building Construction Activity shall be taken as per Local Statutory/ Municipal Authority Air Pollution Mitigation Plan. (iv) Mandatory Form for Building Construction activity to control Air Pollution along with supporting documents and site photographs shall be submitted to concerened authority or uploaded on online portal.(v) Projects attracting Environmental Clearance shall carry out Third Party Ambient Air Monitoring every fortnightly from NABL / MoEF&CC laboratory. (vi) Construction projects shall mandatorily install sensor-based air quality monitor for measuring PM concentration (PM2.5 and PM10), relative humidity, temperature and display real time AQI data through LED display board (width 1220mm x height 915mm, screen resolution 320 x 192 pixel) at the construction site. Further, installation must be completed within 15 days of issue of Work order or commencement of work. The Contractor shall submit a certificate for completion of installation of air quality monitor and LED display board, after certifying by Engineer-In-charge, along with 1st RA bill for releasing the payment.(vii) The air quality data must be accessible at the site and made available for inspection by Local Municipal Authority/ Competent Authority.(viii) Construction layouts having area more than 01 (one) acre or Height more than 70m, shall have continuous dust or wind breaking tin / metal sheet erected of minimum height 35 feet around periphery of the construction project site and for construction site, less than 01 (one) acre, the tin / metal sheet height shall be 25 feet minimum.(ix) Tarpaulin / Green cloth / Jute sheet to be mandatorily used to cover the floor where any construction activity is in progress and two floors below it and also on scaffolding covering an entire area under demolition structure. Further, regular cleaning of Tarpaulin / Jute sheet to be undertaken. (x) Water sprinkling shall be continuously carried out so that the debris shall remain in wet condition.(xii) All vehicles carrying construction materials/waste/debris shall have valid PUC certificates and the same shall be produced as when asked for by competent authorities.(xiii) Construction workers should mandatorily use PPE (Personal Protective Equipment) i.e. Mask, Goggles etc. |
| 33 | The quoted rate shall be inclusive of providing and erecting temporary barricading of height as per above 'Guidelines for Air Pollution mitigation' (but minimum 10 feet height) using structural steel (MS Pipes or angle iron frame work etc.), covered with tin / GI sheets of approved colour & shade, Struts, MS Clamps, Bracing etc. and shall have wicket gate & material gate and including writing and painting of direction & instructions, providing glow lamps, reflective signs, marking, flags, caution tape etc. Prior written approval of Engineer-in-Charge of the sketch/ drawing showing details of barricading shall be obtained by the contractor. The barricading shall be provided and retained in position at site continuously during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job such as earth work, concrete, welding etc. After completion of work, Contractor shall remove and take away the barricading at his own cost with the prior approval of Engineer-In-Charge. The entire work shall be executed as per direction of Engineer-In-Charge. No work shall be allowed unless the barricading is completed to the satisfaction of the Engineer-in-Charge. The Contractor shall submit a certificate for completion of barricading along with 1st RA bill after certifying by Engineer-in-Charge for releasing the payment. |
| 34 | 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. |
| 35 | 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. |
| 36 | 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. |
| 37 | 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. |
| 38 | 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. |
| 39 | The quoted rates shall be inclusive of all Taxes, GST, Cess, Levy, duty etc. |
| 40 | Refer Prebid clarifications, minutes of meeting & corrigendum for revisions, if any, for updates. Name of Work: Construction of New Sewage Collection & Lifting Well near Hemant Building and associated area development works including sewage pumping line at New Mandala, Anushaktinagar, Mumbai-400094 NIT No: DCSEM/CQD/QSB/PHES/SW-2/26-27/NIT/32 dt.17.07.2026 Notes for Reinforced Cement Concrete works: i) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge.ii) PPC/ blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge.iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications.iv) The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned.v) All coarse aggregate to be of 20 mm. maximum size & uniformly graded unless otherwise mentioned.vi) The water tank and other tanks shall be executed strictly as per following criteria without any additional cost. a) The water tank and other tank work shall be executed as per IS:3370 latest editions in addition to other relevant IS code mentioned elsewhere.b) The minimum cement content for water retaining structures tank shall not be less than 330 kg/cum and not more than 400 kg/cum.c) During construction of raft slab of underground tank, lift pit dewatering shall be continuously carried out to avoid development of water pressure.d) Dead load in the form of sand bag shall be placed on the raft slab of underground tank, lift pit, so as to counteract the pore pressure untill the walls are constructed and back filling is done. Number of sand bags required and time period of loading etc. shall be at the discretion of the Engineer in Charge. vii) For all RCC items, the rates quoted shall include the following without any extra cost to the Department.a) Spacers to maintain clear cover for reinforcement. b) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by/ through the dept.c) Making cutout wherever required including cutting the form works etc.d) Test for Concrete shall be done as per IS:456 and the cost of the same shall be borne by the contractor.Notes: 1. RCC work of this tank may be upto about 7.5 m depth below ground and its at low lying area, hence continuous dewatering will be required while working. No extra payment will be paid for dewatering.2. Due to space constraint, pumping of concrete will be required and no extra payment will be paid for this. Notes for Masonry Work 1) The contractor shall get approved the samples of bricks / AAC block from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work.2) Necessary Openings/ nitches/ pipe sleeves/ cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost.3) One masonry wall thickness shall be considered as 230 mm and half brick wall as 115mm and lesser wall thickness if any shall be made up to the required dimensions by the contractor in cement mortar 1:4 to proper line, level and plumb without any extra cost to the Department.4) The rate shall include cost of making brick / AAC block masonry to all geometrical shapes and sizes without any extra cost to the Department. Notes for flooring 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 factory) 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) NOTE FOR INSPECTION CHAMBER & MANHOLEi) Depth of Inspection chamber shall be the vertical distance from the top of the frame & cover of manhole/ chamber to the outgoing invert of the main drain channel.ii) The internal diameter/ sizes of inspection chambers & manholes mentioned in the item shall be measured from finished plastered surfaces.iii) The cost of 1:2:4 grade concrete and plastering with CM 1:2 for fixing frame & cover is included under the scope of work of item for providing Everlast Coveriv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter.v) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover.vi) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber. |
| 41 | PART I : CIVIL WORKS |
| 42 | PART I : CIVIL WORKS |
| 43 | PART II : REBATE ITEMS |
| 44 | PART I : CIVIL WORKS |
| 45 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 150 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 46 | All kinds of soil |
| 47 | Earth work excavation over areas by mechanical means (Hydraulic excavator)/ manual means to required profile, level, grade, 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. Notes: Excavation of this tank may be upto approx 7.5 m depth below ground and its at low lying area, hence continuous dewatering will be required while working. No extra payment will be paid for dewatering. |
| 48 | Depth not exceeding 1.5 m from ground level |
| 49 | Depth exceeding 1.5 m & up to 3.0m from ground level |
| 50 | Depth exceeding 3.0 m & up to 4.5m from ground level |
| 51 | Depth exceeding 4.5 m & up to 6.0 m from ground level |
| 52 | Depth exceeding 6.0 m & up to 7.5 m from ground level |
| 53 | Earth work excavation over areas by mechanical means (Hydraulic excavator)/ manual means to required profile, level, grade, 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.Notes: Excavation of this tank may be upto approx 7.5 m depth below ground and its at low lying area, hence continuous dewatering will be required while working. No extra payment will be paid for dewatering. |
| 54 | Depth not exceeding 1.5 m from ground level |
| 55 | Depth exceeding 1.5 m & up to 3 m from ground level |
| 56 | Depth exceeding 3.0 m & up to 4.5m from ground level |
| 57 | Depth exceeding 4.5 m & up to 6.0 m from ground level |
| 58 | Depth exceeding 6.0 m & up to 7.5 m from ground level |
| 59 | Earth work excavation over areas by mechanical means (Hydraulic excavator)/ manual means to required profile, level, grade, 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.Notes: Excavation of this tank may be upto approx 7.5 m depth below ground and its at low lying area, hence continous dewatering will be required while working. No extra payment will be paid for dewatering. |
| 60 | Depth not exceeding 1.5 m from ground level |
| 61 | Depth exceeding 1.5 m & up to 3 m from ground level |
| 62 | Depth exceeding 3.0 m & up to 4.5m from ground level |
| 63 | Depth exceeding 4.5 m & up to 6.0 m from ground level |
| 64 | Depth exceeding 6.0 m & up to 7.5 m from ground level |
| 65 | Lead charges for lead as specified below 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. complete all as per specifications and as directed by EIC. (Note: The rates are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement) |
| 66 | Soil -Lead for 1st 1 KM or part thereof |
| 67 | Soil -Lead exceeding 1 KM but not exceeding 2 KM |
| 68 | Soil -Lead exceeding 2 KM but not exceeding 3 KM |
| 69 | Soft & Hard Rock-Lead for 1st 1 KM or part thereof |
| 70 | Soft & Hard Rock-Lead exceeding 1 KM but not exceeding 2 KM |
| 71 | Soft & Hard Rock-Lead exceeding 2 KM but not exceeding 3 KM |
| 72 | Filling in plinth with selected earth excavated from nearby borrow areas within the site with all leads by mechanical transport including all leads, lifts, loading, unloading, stacking, levelling, spreading, in layers not exceeding 200 mm thick, breaking clods, watering, compaction, consolidation to obtain 90% proctor density etc. complete as per specifications, drawings & as directed by the Engineer in charge. Note : The rate includes making stacks at site for measurements in case direct measurements are not possible. |
| 73 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 15 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc complete all as per specifications and as directed by EIC. |
| 74 | Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the near by Local Municipal Authority approved dumping pits/ dumping area outside colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority. Royalty for transportation, disposal of Rock, spreading etc. including obtaining permission from statutory authority, if any shall be borne by the contractor.Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible. |
| 75 | 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.) |
| 76 | Cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) |
| 77 | 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.) |
| 78 | Concrete of M10 grade |
| 79 | Providing and fixing in position, at all levels & location, 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. |
| 80 | Providing and laying in position, at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade as specified below, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC. (Sub structure and superstructure includes both) |
| 81 | Reinforced cement concrete of Grade M-30 |
| 82 | Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved Rematch manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC.Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for sub structure and super structure as applicable. |
| 83 | Extra for adding approved integral crystalline waterproofing admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete or as recommended as per manufacturer's specification including mixing, conveying for slab of (terrace roof slab, sloped roof, head room etc) complete all as per specifications and as directed by Engineer-in-Charge. (The admixture shall meet the requirements as specified in ACI-212-3R2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50 mm.). Note: The agency shall have to test for water tightness of roof slab concrete by ponding of water for 48 hours and rectify if required by grouting etc, as directed by Engineer in charge. |
| 84 | 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.) |
| 85 | Fusion bonded epoxy coated Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL only. (The contractor shall obtain prior written approval from EIC for the factory for fusion bonded epoxy coating of reinforcement steel. The fusion bonded epoxy coating shall be carried out as per latest revision of IS:13620) (For Up to 20 mm dia) |
| 86 | 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. |
| 87 | Providing and fixing parallel threaded couplers conforming to IS:16172 to reinforcement bars, at all floors, levels & locations including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works, maintaining proper quality control, including all required labour, material, scaffolding, tools & plants etc complete all as specifications, drawings and as directed by Engineer- in-Charge.Class-H as per IS:16172 |
| 88 | Coupler for 16 mm diameter reinforcement bar |
| 89 | Coupler for 20 mm diameter reinforcement bar |
| 90 | Coupler for 25 mm diameter reinforcement bar |
| 91 | 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. |
| 92 | Using structural steel sections of specified grade (YSt 240 / 310) |
| 93 | Using structural steel sections of specified grade (YSt 240/ 310), Hot dipped Galvanized (Having minimum Zinc Coating of 610 gsm of total surface area as per IS:4759) |
| 94 | Supplying and fixing in position various dia GI pipe for sleeves, railing, ladder at terrace for over head water tank, using 'B' class (medium duty) GI pipes of any diameter as per requirement and as per drawing for verticals and steps/ Railing/ spout/ sleeves etc. including cutting, bending, welded properly in line and level to the verticals, providing necessary bracings, hold fasts etc. at all levels and anchoring the ladder/ railing with necessary brackets fixed in cement concrete 1:2:4, finishing including painting all exposed surfaces with two coats of synthetic enamel paint of approved make and colour over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. |
| 95 | Supplying and fixing in position various dia GI pipe for sleeves, railing, ladder at terrace for over head water tank, using 'B' class (medium duty) GI pipes of any diameter as per requirement and as per drawing for verticals and steps/ Railing/ spout/ sleeves etc. including cutting, bending, welded properly in line and level to the verticals, providing necessary bracings, hold fasts etc. at all levels and anchoring the ladder/ railing with necessary brackets fixed in cement concrete 1:2:4, finishing including painting all exposed surfaces with two coats of synthetic enamel paint of approved make and colour over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. |
| 96 | PART II : PUBLIC HEALTH WORKS |
| 97 | Providing & laying in trenches socket spigot centrifugally cast Ductile ( Spun ) iron pressure Pipes for water supply, Class K9 of approved make confirming 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 inchargeNOTE:- 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. |
| 98 | 150 mm dia. |
| 99 | 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. |
| 100 | Mechanical Joint Type Fittings / Flanged Joint Fittings / Push On Joint Type Fittings |
| 101 | Providing & laying UPVC under ground drainage pipes & Fittings of Approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with solvent cement / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete if required all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bends, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc For Sewer line and Storm water Drains NOTE:- Cement concrete for encasing shall be paid under relevant item. |
| 102 | 160 mm DN (SN 8kN/m²-SDR34) |
| 103 | 400 mm DN (SN 4kN/m²-SDR41) |
| 104 | Providing & laying DWC ( Double wall corrugated) pipes & fittings of approved make for sewerage lines of following dia confirming to IS 16098. Nominal ring stiffness- SN 8 pipes, with ISI standards in trenches for all depths, to correct grade, level & alignment including jointing with cement solvent/welded joints as per manufacturers recommendation, testing etc. complete all as per specifications & as directed by EIC. Note: This work will be executed on sewage live line hence constant pumping of sewage to alternate manhole will be required. Sewage pumping rate included in this item only. No extra payment will be paid for pumping. |
| 105 | 500mm nom. dia. |
| 106 | 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. |
| 107 | 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. C0117CS \\"UTSAV XL 580\\" model or similar equivalent Make with PVC / ceramicTrap (with/without vent) & WC connector etc.all complete |
| 108 | Providing and fixing urinal of approved make consisting following items of work) Providing urinal of approved make, 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 completeii) Providing various CP fittings such as Waste Coupling , Bottle Trap including provision and fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834) Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. ( Bottle trap & waste coupling will be paid separately under the relevant item.)iii) Fixing the urinal in position, including providing M.S. Brackets & Screws for the urinal as per Manufactures specification or as directed by Engineer-in Charge.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 etc. all complete as directed by Engineer-in Charge.v) Testing the system to the full satisfaction of the Engineer in Charge. |
| 109 | Vitreous china urinal of Starwhite/snow white/bright colour as per Hindware Cat. No. 60002 \\"Flat Back Large\\" model or Cera cat. No. S4020112 \\"Capriana\\" model or Parryware Cat. No.C0583 \\"New Magnum\\" model or similar equivalent Make with connector etc.all complete. |
| 110 | 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. |
| 111 | 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. E8319 \\"Hexa Dual Flush\\" model for WC or similar equivalent Make |
| 112 | Providing Flushing arrangement to Urinal including providing and fixing Sensors / manually operated flush valves consisting following items of work:- i) Providing and fixing flush valve/Sensor in position as per the manufacturer's recommendation, making water inlet connections all complete. ii) Providing & laying 15 mm dia. CPVC (SDR11) / 15 mm n.b GI class 'C' Flush Pipe / CP brass inlet connection from Flush Valve / Sensor to Urinal, concealed/exposed in the wall as directed making connection with Urinal spreader and flush valve / Sensor including the cost of heavy quality CP brass Spreader combatable to the Urinal, necessary fittings, fixtures, 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. |
| 113 | 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 similar equivalent Make |
| 114 | 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 Chargeiv) 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 etc. all complete as directed by Engineer-in Charge. v) Fixing Vitreous China under / over the counter / semi recessed / over table 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 |
| 115 | Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10115 + 91115 \\" Cube\\" model or Cera Cat. No. S2040112+S2090120 \\"CONCORD\\" model or Parryware Cat. No. C0460+C0316+C8302 \\"Flair\\" model, counter model or similar equivalent Make. |
| 116 | Providing braided hose with nuts, nipples etc. for Watersupply Inlet connection of following make for washbasin, flush tank, kitchen sink etc with brass check nutson both ends and fixing it in position as directedincluding the cost of jointing materials and testing for leak proof joints all complete. |
| 117 | 450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers (Suitable for Geysers) of Jaquar cat. No. ALD-805B or or similar equivalent Make. |
| 118 | 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. |
| 119 | 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 |
| 120 | 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. |
| 121 | C.P. brass Bib Cock with wall flange of Jaquar 'Florentine Prime' Cat.No.FLP-5037PM or similar equivalent Make |
| 122 | C.P. brass 2 Way Bib Cock with wall flange of Jaquar 'Solo' Cat.No.SOL-6041 or or similar equivalent Make |
| 123 | C.P. brass Angular Stop Cock with wall flange of Jaquar 'Florentine Prime' Cat.No.FLP-5053PM or similar equivalent Make |
| 124 | C.P. brass Concealed Stop Cock with adjustable wall flange of Jaquar Cat. No. ALD-089R (20mm) with Exposed Part kit of Jaquar 'Florentine Prime' Cat.No.FLP-5083PM complete or similar equivalent Make |
| 125 | C.P. brass Shower of Jaquar Cat.No.OHS-1989 or similar equivalent Make |
| 126 | C.P. brass Shower Arm with wall flange of Jaquar Cat.No.SHA-477 or similar equivalent Make |
| 127 | C.P. Health Faucet with 8 mm dia 1.0 m long flexible tube & Wall Hook of Jaquar Brand 'Allied' Cat. No. ALD-573 or similar equivalent Make |
| 128 | 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. |
| 129 | C.P. brass single Towel Rail 450mm long of Jaquar Brand 'Continental' Cat. No. ACN-1111BNM or similar equivalent Make |
| 130 | C.P. brass Double Coat Hook of Jaquar Brand 'Continental' Cat. No. ACN-1161N or similar equivalent Make |
| 131 | Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:-i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above.ii) Supplying & providing providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply lineiii) Laying and fixing the pipe and specials on exposed surfaces/ underground, to correct line, level and plumb for water supply line, using metal straps (On wall surfaces) at 1.00 mtr. interval or as directed by the EIC.iv) Jointing the pipes and Specials using Solvent cement conforming to IS:15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete.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.vi) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured.vii) CPVC pipes and fittings/ specials shall be of same brand.NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/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. Slotted section thickness should not be less than 2mm. |
| 132 | 20 mm(¾\\") n.size (SDR-11 as per IS:15778) |
| 133 | 25 mm (1\\") n.size (SDR-11 as per IS:15778) |
| 134 | 32 mm (1¼\\") n.size (SDR-11 as per IS:15778) |
| 135 | Supplying & fixing on Exposed surfaces the following dia. ASTM non-threaded UPVC solvent 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 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 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 catalogue 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. Slotted section thickness should not be less than 2mm.A) Schedule 40 |
| 136 | 20 mm (1¼\\") n.size (Schedule 40) |
| 137 | 25 mm (1¼\\") n.size (Schedule 40) |
| 138 | 32 mm (1¼\\") n.size (Schedule 40) |
| 139 | 50 mm (2\\") n.size (Schedule 40) |
| 140 | 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. |
| 141 | 20 mm(¾\\") n.size (with Brass ball) |
| 142 | 25 mm (1\\")n.size (with Brass ball) |
| 143 | 32 mm (1¼\\")n.size (with Brass ball) |
| 144 | 50 mm(2\\") n.size (with Brass ball) |
| 145 | Providing and fixing high pressure \\"HP\\" following size Float Valve assembly (horizontal plunger type ) conforming to IS:1703 with brass or gun metal piston, back nut and PVC float conforming to IS:9762, fixing to inlet pipe of water tank and making water proof joints including the cost of jointing materials and CPVC / UPVC / G.I specials, if required, testing the joints as per I.S. recommendations all complete as per specification and as directed. |
| 146 | 32 mm dia. |
| 147 | Construction of fly ash /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 all-round, 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, Providing and Fixing (FRP/GRP composite Frame and cover (MD 10) 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. FRP/GRP (MD 10) loading Cover payment included in this item only.Note: steps / foot rests / rungs/ will be measured and paid under relevant item |
| 148 | Chamber measuring 0.45 mtr. X 0.45 mtr. for an initial depth of 600 mm (Clear internal dimension) |
| 149 | Construction of fly ash /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 all-round, 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, Providing and Fixing MS frame cover as per specifications and directions of the E.I.C. including dewatering the pit, if required till completion of the work all complete. Frame and cover will be paid under relevant item.Note: steps / foot rests / rungs/ will be measured and paid under relevant item |
| 150 | Chamber measuring 1.0 mtr. X 1.0 mtr. (Clear internal dimension) without surface box |
| 151 | Extra over above item for additional depth of valve chamber beyond initial depth of 0.60 mtr. with steps / foot rests / rungs etc. all complete. |
| 152 | Chamber measuring 1.2 mtr. X 1.2 mtr. (Clear internal dimension) with surface box |
| 153 | Extra over above item for additional depth of valve chamber beyond initial depth of 0.60 mtr. with steps / foot rests / rungs etc. all complete. |
| 154 | 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 mosquito 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 equivalent 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 |
| 155 | 1000 litre tanks |
| 156 | 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 makeii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved makeiii) Fixing the pipeline Horizontally 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 compoundvii) 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 workxi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured.xii) Exposed pipe fixing arrangement include slotted G.I. section and U clamps.Note: Earthwork excavation for trenches shall be paid under relevant itemsA) For Soil & waste, Vent and Rain water pipe lines |
| 157 | 75 mm dia. |
| 158 | 110 mm dia. |
| 159 | 160mm dia |
| 160 | Supplying, fixing & concealing on walls/ beams/ floors columns etc. the following sizes uPVC Pipes & Fittings of specified class consisting following items of work:-i) Supplying uPVC pipes conforming to IS:4985 and uPVC moulded plain / threaded fittings conforming to IS:7834 for waste water pipe line of approved make with ISI mark / equivalent approvals as per relevant standards, providing necessary specials for connecting UPVC (IS:4985) pipe with UPVC SWR (IS:13592) pipe etc.ii) Laying and concealing the pipe and specials for waste water by cutting/ making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar 1:3 mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent/ Teflon tape ( Forthreaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete.iii) 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 (No Chases in RCC wall, column, beam, slab, chajja,etc shall be made with out getting the permission from Engineer In charge & structural design Enginner)iv) Concealing the pipes in wall, Laying the pipe below floor/ ground to the slope and gradient equal to (or) steeper than 1 in 50v) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured.For Urinal/ wash basin/ Anti syphonic/ Sink waste. (10kg Pressure) |
| 161 | 50 mm OD |
| 162 | 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 recommendation, 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. |
| 163 | Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish. |
| 164 | Constructing fly ash /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 square 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. |
| 165 | 300 X 300 mm size Gully Trap chamber with FRP/GRP Composite frame and cover |
| 166 | Constructing fly ash /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 FRP/GRP frame and cover at top using cement directed by Engineer in charge.NOTE:i) Providing & fixing foot-rests/ steps and Fixing FRP/GRP frame and 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. |
| 167 | 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. |
| 168 | Extra over above item no. 25.1 for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed. |
| 169 | Construction of circular manhole of 1500 mm internal diameter at bottom and 530 / 560 / 600 mm at top. Constructing fly ash /kiln burnt clay brick masonry in 1:2 cement mortar 230mm thk for initial 2.1m, 345mm thick wall from 2.1m to 2.85m, 460mm thick wall from 2.85m to 4.95m, 575mm thick wall from 4.95m to 9.0m, 690mm thick wall from 9.0m to 13.0m, measured from top of frame & cover of manhole in conical shape upto 2.85m from top and remaining height constructed in cylindrical shape over a 300 mm thick cement concrete bed of grade 1:2:3 with 300 mm offset from outer finished wall surface of the manhole, also for benching and fixing frame & cover at top of brick masonry i.e. below and around frame and cover for bed block (bearing course) and capping including providing and fixing frame & cover, CI steps, 20mm thick plaster in 1:1 cement mortar mixed with water proofing compound @2% by weight of cement or as per manufacturer's recommendation on internal and external surfaces, internal surfaces and channel finished smooth with floating coat of neat cement and external surfaces finished rough with wooden float, along the depth at juction where thickness of brick masonry changes and intermediate depth/height not exceeding 1m a RCC band of 230mm depth and width equal to brick wall shall be provided, all as per specifications, drawings and as directed by E-in-C. NOTE:- Providing & fixing foot-rests / steps and Fixing FRP/GRP frame and cover at top including CC of grade 1:2:4 for fixing the frame and cover - plastering in C.M 1:2 on exposed surfaces of bed block & capping, making smooth cement finish etc. will be paid under relevant item. |
| 170 | Top internal dia 530 / 560 / 600 mm to suit MD, HD & EHD cover for initial depth of 2.85m |
| 171 | Extra over Item No. 126.01 or additional depth of Chamber above 2.85m & upto 4.95m. |
| 172 | Providing and fixing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of approved brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in \\"U\\" shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete. |
| 173 | Providing & fixing precast approved brand FRP/GRP Composite Manhole covers as approved by Competent authority / 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.CNote: Shade and Colour and design pattern to be get approved from Engineer-in-Charge.. |
| 174 | Square Heavy duty (Grade HD - 20 designation as per IS:1726/ C-250 as per EN124 or higher loading class) frame and cover size 900 x 900mm. |
| 175 | Rectangular Heavy duty (Grade HD - 20 designation as per IS:1726/ C-250 as per EN124 or higher loading class) frame and cover size 900 x 450mm |
| 176 | Circular Heavy duty (Grade HD - 20 designation as per IS:1726/ C-250 as per EN124 or higher loading class) frame and cover clear internal dia. 600mm |
| 177 | Providing and Fixing Ball Valve as per relevant IS suitable for pipe pressure class with body of bronze and ball & stem of Stainless Steel of approved make with fittings & material for connectivity and labour, making water proof joints, including cost of jointing material and CPVC/UPVC/GI specials if required & testing the joints. etc complete as per directions of engineer-in-charge.NOTE: 1) Item Includes Flange jointing with required new flanges and hardware . 2) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 3) Threaded fittings of CPVC/UPVC shall be of Brass Threaded only. |
| 178 | 20 mm(¾\\") n.size |
| 179 | 25 mm (1\\")n.size |
| 180 | 32 mm (1¼\\")n.size |
| 181 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. |
| 182 | 1000 litre tank |
| 183 | Construction of circular manhole of 1200 mm internal diameter at bottom and 530 / 560 / 600 mm at top for 1.5m initial depth & fly ash / AAC /kiln burnt clay brick masonry in 1:2 cement mortar, 230 mm thick wall for 1400 mm measured from top of frame & cover of manhole in conical shape and remaining height constructed 345 mm thick in cylindrical shape over a 300 mm thick cement concrete bed of grade 1:2:3 with 300 mm offset from outer finished wall surface of the manhole, also for benching and fixing frame & cover at top of brick masonry i.e. below and around frame and cover for bed block (bearing course) and capping including providing and fixing frame & cover, CI steps, 20mm thick plaster in 1:1 cement mortar mixed with water proofing compound @2% by weight of cement or or as per manufacturer's recommendation on internal and external surfaces, internal surfaces and channel finished smooth with floating coat of neat cement and external surfaces finished rough with wooden float, along the depth at junction where thickness of brick masonry changes and intermediate depth/height not exceeding 1m a RCC band of 230mm depth and width equal to brick wall shall be provided, all as per specifications, drawings and as directed by E-in-C.NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover including CC of grade 1:2:4 for fixing the frame and cover - plastering in C.M 1:2 on exposed surfaces of bed block & capping, making smooth cement finish etc. will be paid under relevant item. |
| 184 | Top internal dia 530 / 560 / 600 mm to suit MD,HD & EHD cover for initial depth of 1.8m |
| 185 | Extra over Item No. 131.01 for additional depth of Chamber upto 3m. |
| 186 | D.I. RESILIENT SEATED GATE VALVE: 'D.I. RESILIENT SEATED GATE VALVE WITHOUT ACTUATOR: Supply, installation, testing and commissioning of 100 mm dia. non rising spindle DI resilient seated gate valve with pocket less body SS Stem (AISI 410 ) EPDM Coated DI Wedge 100 % Vacuum tight Design with Toroidal Sealing Ring & over 250 Microns Epoxy Coating in PN1.6 Designed to BS:5163 / IS:14846 with Hand Wheel Operation & CAP with all necessary fittings like MS open flanges for inserting ( if required to match flange to flange distance ), neoprene gaskets, G.I.nut bolts with double GI washer, hardware, by inserting open flange etc. as per above said technical specifications and as directed by Engineer-In charge A) PN 1.6 valves |
| 187 | 50 mm size |
| 188 | 150 mm size |
| 189 | Providing following size Cast Iron / Spiroidal Iron Kinetic Air valve of PN 1.6 of approved quality and make conforming to IS:14845 with ISI mark & Cast iron / Spiroidal Iron isolation sluice valve of PN as per air valve of approved quality and make conforming to IS:14846, D/F 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., Note : Sluice valve will be paid under relevant item.A) PN 1.6 valves |
| 190 | 50 mm size |
| 191 | PART II : REBATE ITEMS |
| 192 | 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. |
| 193 | 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 meshed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysAug 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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